4.6.3 Perhitungan Kebutuhan Tulangan Lentur Balok Induk
Untuk perhitungan kebutuhan tulangan lentur balok induk diambil contoh
Balok no 103 (B103) yang merupakan balok induk pada lantai 1 grid portal 2
(portal sejajar sumbu-X). dari hasil analisis yang dilakukan dengan software
ETABS v.9.7.2, di dapat momen ultimit pada balok tersebut yaitu :
Bentang ujung kiri :
- Negatif = 212.958.000 Nmm
- Positif = 74.453.000 Nmm
Bentang tengah :
- Positif = 116.706.000 Nmm
Bentang ujung kanan :
- Negatif = 214.766.000 Nmm
- Positif = 74.422.000 Nmm
Selanjutnya untuk perhitungan kebutuhan tulangan, diperlukan data
pendukung seperti:
f y = 400 MPa.
f 'c = 25 MPa.
Sesuai dengan sub 12.2 pasal 7) sub pasal (3), SNI 03-2847-2002, untuk nilai
f 'c <30 MPa, maka β1=0 , 85 .
Dimensi balok:
b = 300 mm
h = 600 mm
selimut beton (p) = 40 mm
diameter sengkang = 10 mm (A s=78 ,50 mm2)
diameter tulangan longitudinal = 19 mm(A s=283 ,385 mm2)
d = 600 -(40+10+ 1
2×19)
= 540,5 mm
d '= 600 – 540,5 = 59,5 mm
144
Gambar 4.23 Penampang balok induk 30/60
Rasio Tulangan
Dalam keadaan regangan seimbang :
ρb=0 , 85×f c
' ×β1
f y
×600600+ f y =
0 ,85×25×0 , 85400
×600600+400 =0,0271
Rasio tulangan maksimum :
ρmax=0,5× ρb = 0,5 × 0,0271 = 0,01355
Rasio tulangan minimum :
ρmin=1,4f y
= 1,4400 =0,0035 atau
ρmin=√ f c
'
4×f y
= √254×400 =0,003125
Jadi dipakai ρmin yang lebih besar = 0,0035
1. Tulangan tumpuan kiri.
M u−
= 212.958.000 Nmm
M u+
= 74.453.000 Nmm
Akibat momen negatif
145
300 mm
d = 540,5mm
d’ = 59,5mm
M n =
Mu−
φ =
212 . 958. 0000,8 = 266.197.500 Nmm.
Rn=M n
bxd2 =
266 . 197 .500
300×540 ,52 = 3,037 N/mm².
m=f y
0 , 85×f c'
=
4000 ,85×25 = 18,824
ρ= 1m (1−√1−
2 mRn
f y)=
118 , 824 (1−√1−2×18 ,824×3 , 037
400 )=0,00823
ρmin < ρ = 0,00823 <ρmax , maka dipasang tulangan tunggal.
A s= ρ×b×d = 0,00823× 300 × 540,5 = 1.334,65 mm²
Dipasang tulangan tarik 6 D 19 ( A s = 1.700,31 mm²)
Untuk tulangan tekan dicoba dipasang tulangan 4 D 19 ( A s ' = 1.133,54mm²)
Cek persyaratan SRPMK :
M n+≥0,5 M n
−
Maka : A s' ≥0,5 A s
1 .133 , 54≥0,5×1. 700 ,31=850 ,155 mm2 (OK)
Cek spasi terhadap tulangan
Dicoba Pemasangan satu lapis tulangan tarik
Spasi tulangan (s) =
300−(80+20+ (19×6 ))(6−1 ) = 17,2 mm < 25 mm...(No)
Dicoba Pemasangan dua lapis tulangan tarik
Lapis I : 4 buah tulangan D19
Spasi tulangan (s) =
300−(80+20+ (19×4 ) )(4−1 ) = 41,33 mm > 25 mm...(OK)
Lapis II : 2 buah tulangan D 19
146
Spasi tulangan (s) =
300−(80+20+ (19×2 ) )(2−1 ) = 162 mm > 25 mm...(OK)
Pemasangan satu lapis tulangan tekan
Spasi tulangan (s) =
300−(80+20+ (19×4 ) )(4−1 ) = 41,33 mm > 25 mm...(OK)
Untuk tulangan tarik dipasang tulangan 2 lapis dengan 4 buah tulangan pada
lapis I dan 2 buah tulangan pada lapis II sedangkan untuk tulangan tekan
dipasang tulangan satu lapis.
Kontrol kekuatan penampang terhadap momen negatif
Gambar 4.24 Diagram tegangan-regangan penampang tumpuan negatif kiri.
A s = 1.700,31 mm²
A s'= 1.133,54 mm²
Dengan mengacu pada gambar diatas
d ''=540 ,5−19−25= 496,5 mm
diasumsikan bahwa tulangan tarik sudah leleh dan tulangan tekan belum leleh.
ε s>ε y → f s=f y→ tulangan tarik sudah leleh.
ε s' <ε y → f s
' =600 c−600 d '
c→
tulangan tekan belum leleh.
147
∑ H=0
Cc+C s=T s1+sT s 2
(0 , 85. f c' . a. b )+( A s
' . f s' )=( A s . f y )
(0 , 85×25×0 , 85×c×300 )+(1 .133 , 54×(600 c−600 d '
c ))=(1. 700 , 31×400 )
(5 . 418 , 75c )+(680 . 124 c−40. 467 . 378c )=680. 124
5 .418 , 75 c2+680 .124 c−40. 467 . 378=680 .124 c5 .418 , 75c2−40. 467. 378=0
c=√40. 467. 3785 . 418 ,75
c = 86,42 mm
a = β1×c = 0,85 × 86,42 = 73,46 mm.
Kontrol keserasian regangan yang terjadi :
εs'
εcu
=( c−d ' )
c
ε s' =εcu×
(c−d' )c =
0,003×( 86 , 42−59,5 )86,42
= 0,000934 <
ε y=400200 .000
=0 , 002
Baja tulangan tekan belum leleh (asumsi benar)
f s '=ε s ' . E s = 0,000934 × 200.000 = 186,890 MPa.
εs
εcu
=(d−c )
c
ε s1=εcu×(d−c )
c =0 ,003×
(540 , 5−86 , 42 )86 , 42
= 0,01576 >
ε y=400200 .000
=0 , 002
ε s2=εcu׿¿¿¿=
0 ,003×( 496 ,5−86 , 42 )86 , 42
= 0,01423>
ε y=400200 .000
=0 , 002
Baja tulangan tarik sudah leleh (asumsi benar)
148
300
600
59,5
540,5
es'
ecu =0,003
ey = f y / Es
a
Ts
Cc Cs
d-(a/ 2)d' ' ' -d'
c
Cc = 0 ,85×β×c× f c '×b
= 0 ,85×0 ,85×86 , 42×25×400 = 468.276,21 N
C s = A s '×f s
= 1.133,54× 186,890 = 211,847,79 N
T s = As×f y
= 1.700,31 × 400 = 680,124 N
∑ H=0
Cc+C s−T s =0
468.276,21 + 211,847,79 – 680,124 = 0
0=0………………..(OK)
Menghitung Mn Tinjau terhadap Ts
M n=Cc×(d−a2 )+C s¿¿
M n=434 . 866 ,51×(540 , 5−73 , 462 )+1131.903 , 49×( 496 ,5−59 , 5 )
M n=328 . 482. 139 , 61 Nmm >
Mu
φ=212 .958 .000
0,8=
266.197.500 Nmm…OK
Kontrol kekuatan penampang terhadap momen positif
Gambar 4.25 Diagram tegangan-regangan penampang tumpuan positif kiri.
149
A s = 1.133,54 mm²
A s'= 1.700,31 mm²
Dengan mengacu pada gambar di atas titik berat kelompok tulangan:
d '''=(566 , 8×( 59 ,5+19+25 ) )+( (1 .133 ,54 -566,8 )×59 ,5 )
1 .133,54 = 81,5 mm
Asumsi bahwa tulangan tarik sudah leleh dan tulangan tekan belum leleh.
ε s>ε y → f s=f y→ tulangan tarik sudah leleh.
ε s' <ε y → f s
' =600 c−600 d '
c→
tulangan tekan belum leleh.
∑ H=0Cc+C s=T s
(0 , 85. f c' . a. b )+( A s
' . f s' )=( A s . f y )
(0 , 85×25×0 , 85×c×300 )+(1 .700 , 31×(600 c−600 d '
c ))=(1 .133 ,54×400 )
(5 . 418 , 75 c )+( 1. 020 .186 c−60 .701 . 067c )=453 . 416
5 .418 , 75 c2+1. 020 . 186 c−60 .701 . 067=340. 062 c
5 .418 , 75 c2+566 .770 c−60 .701 . 067=0
c1,2=−b±√b2−4ac
2 . a
c1,2=− (566 .770 )±√566 .7702−(4×5 . 418 , 75× (−60. 701 .067 ) )
2×5 .418 , 75
c = 65,76 mm
a = β1×c = 0,85 × 65,76 = 55,89 mm
Kontrol keserasian regangan yang terjadi :
150
εs'
εcu
=( c−d ' )
c
ε s' =εcu×
(c−d' )c =
0 ,003×(65 , 76−59 ,5 )65 ,76
= 0,000285 <
ε y=400200 .000
=0 , 002
Baja tulangan tekan belum leleh (asumsi benar)
f s '=ε s ' . E s = 0,000285 × 200.000 = 57,101 MPa.
εs
εcu
=(d−c )
c
ε s=εcu×(d−c )
c =0 ,003×
(540 ,5−65 ,76 )65 ,76
= 0,0216 >
ε y=400200 .000
=0 , 002
Baja tulangan tarik sudah leleh (asumsi benar)
Kontrol kesetimbangan gaya:
Cc = 0 ,85×β×c× f c '×b= 0 ,85×0 ,85×65 , 76×25×400 = 356.326,63 N
C s = A s '×f s
= 1.700,31 × 57,101 = 97.089,37 N
T s = As×f y = 850,16 × 400 = 340.062 N
∑ H=0
CC+C s−T s =0
327.321,06 + 12.740,94 – 340.062 = 0
0=0………………..(OK)
Menghitung Mn Tinjau terhadap Ts
M n=Cc×(d−a2 )+C s (d−d ' )
M n=327 .321 , 06×(540 , 5−55 ,892 )+12 . 740 ,94× (540 ,5−59 ,5 )
151
M n = 229.336.203,63 Nmm>
Mu
φ=74 .453 . 000
0,8=
93.066.250 Nmm…OK
2. Penulangan lapangan
Lebar efektif:
be = ¼ L = ¼ × 6.000 = 1500 mm
be = bw + Ln = 300 + (6.000-500) = 5.800 mm
be = bw + 16t f = 300 + (16 ×120) = 2.220 mm
Dipakai be = 1500 mm.
Periksa apakah balok berperilaku sebagai balok T
periksa apakah tinggi a dari distribusi tegangan persegi > h f
Untuk a = h f =120 mm.
Cc = 0 ,85×be×f c '×h f
= 0 ,85×1500×25×120 = 3.825.000,00 N
M n=Cc×(d−a2 )=3 . 825.000×(540 ,5−120
2 )M n=1.837.912.500 Nmm >
M n=116.706 .000
0,8 = 145.882.500 Nmm
Sehingga balok dapat dianalisis sebagai balok persegi.
M u+
= 116.706.000 Nmm
M n =
Mu+
φ =
116. 706 . 0000,8 = 145.882.500 Nmm.
Rn=M n
b×d2 =
145 . 882. 500
300×540 ,52 = 1,665N/mm².
m=f y
0 , 85×f c'
=
4000 ,85×25 = 18,824
ρ= 1m (1−√1−
2 mRn
f y)=
118 ,824 (1−√1−2×18 ,824×1 ,665
400 )=0,00433
152
c es'
ey = f y / Es
Cc Cs
T s1
(d-(a/ 2))d-d'
a
be = 1500 mm
300
600
59,5
ρmin <ρ = 0,00433 <ρmax = 0,01355
Dipakai ρ = 0,00433 < (tulangan tunggal)
A s= ρ×b×d = 0,005417 × 300 × 540,5 = 703,48 mm²
Pada kenyatannya untuk memegang sengkang pada tulangan tekan harus
dipasangi tulangan memanjang, sehingga dipasang tulangan rangkap. Sesuai
dengan persyaratn SRPMK pada sembarang penampang (tengah bentang )
M n− atau M n
+≥0 , 25 M ntumpuan max−
sehingga
A s' dan A s≥0 ,25 A s max
−= 0,25 × 1.700,31 = 425,08 mm²
Dipasang tulangan tarik 4 D 19 ( A s = 1.133,54 mm²) > 425,08 mm²
Dipasang tulangan tekan 3 D 19 ( A s ' =850,16 mm²) > 425,08 mm²
Kontrol kekuatan tampang terhadap momen positif
Gambar 4.30 Diagram tegangan-regangan penampang lapangan positif
A s = 1.133,54 mm²
A s'= 850,16 mm²
Dengan mengacu pada gambar diatas
diasumsikan bahwa tulangan tarik sudah leleh dan tulangan tekan belum leleh.
ε s>ε y → f s=f y→ tulangan tarik sudah leleh
ε s' <ε y → f s
' =600 c−600 d '
c→
tulangan tekan belum leleh
153
∑ H=0
Cc+C s=T s
(0 , 85. f c' . a. b )+( A s ' . f s
' )=( A s . f y )
(0 , 85×25×0 , 85× c×1500 )+(850 ,16×(600 c−600 d ' '
c ))=(1. 133 ,54×400 )
(27 . 093 ,75 c )+(510 .096 c−30 . 350.712c )=453. 416
27 . 093 ,75 c2+510 .096 c−30. 350 .712=453 . 416 c
27 . 093 ,75 c2−56 . 677 c−30 .350. 712=0
c1,2=−b±√b2−4 ac
2 . a
c1,2=− (56 .677 )±√56 .6772−( 4×27 .093 ,75×(−30 .350.712 ) )
2×27 .093 ,75
c = 32,44 mm
a = β1×c = 0,85 × 32,44 = 27,57 mm
Kontrol keserasian regangan yang terjadi berdasarkan perbandingan segitiga
sebangun:
εs'
εcu
=( d'−c )
c
ε s' =εcu×
(d '−c )c =
0 ,003×59 ,5−32 ,4432, 44 = 0,0025 >
ε y=0 , 002
Baja tulangan A s ' sudah leleh (asumsi salah)
Perhitungan diulang dengan asumsi baja tulangan A s ' dan A s mengalami tarik
sudah leleh
∑ H=0
Cc+C s−T s=0
(0 , 85. f c' . a. b )−( As ' . f y )−( As . f y )=0
(0 , 85×25×0 , 85× c ×1500 )−(850 , 16×400 )−(1. 133 ,54×400 )=0
154
(27 . 093 ,75 c )−793 . 478 =0
c=793 .47827 . 093 ,75
=29 ,29
mm
a = β1×c = 0,85 × 29,29 = 24,89 mm
Kontrol keserasian regangan yang terjadi :
εs'
εcu
=(d '−c )
c
ε s' =εcu×
(d '−c )c =
0 ,003×(59 , 5−29 , 29 )29 , 92 = 0,00309 >
ε y=0 , 002
Baja tulangan A s ' sudah leleh (asumsi benar)
εs
εcu
=(d−c )
c
ε s=εcu×(d−c )
c =0 ,003×
(540 , 5−29 ,29 )29 ,29 = 0,052367 >
ε y=400200 .000
=0 ,002
Baja tulangan tarik sudah leleh (asumsi benar)
Cek kesetimbangan horizontal :
Cc = 0 ,85×β×c× f c '×b
= 0 ,85×0 ,85×29 , 29×25×1500 = 793.478 N
C s = As '×f y
= 850,16 × 400 = 340.062 N
T s = As×f y
= 1.133,54 × 400 = 453.416 N
∑ H=0
Cc−T s '−T s =0
155
793.478 – 340.062 – 453.416 = 0
0=0………………..(OK)
Hitung Mn Tinjau Terhadap Ts
M n=Cc×(d−a2 )−C s (d−d ' )
M n=793 . 478×(540 , 5−24 ,892 )−340 .062×(540 ,5−59 ,5 )
M n=255 . 428 .843 , 49Nmm >
Mu
φ=116.706 .000
0,8=
145.882.500 Nmm… OK
Tinjau momen nominal lapangan negatif
Asumsi baja tulangan tarik sudah leleh dan baja tulangan tekan belum leleh
A ' s = 1.133,54 mm²
A s = 850,16 mm²
ε s>ε y → f s=f y→ tulangan tarik sudah leleh.
ε s' <ε y → f s
' =600 c−600 d '
c→
tulangan tekan belum leleh.
∑ H=0
Cc+C s=T s
(0 , 85. f c' . a. b )+( A s ' . f s
' )=( A s . f y )
(0 , 85×25×0 , 85× c×300 )+(1 .133 ,54×(600 c−600 d '
c ))=(850 ,16×400 )
156
(5 . 418 , 75 c )+(680 . 124 c−40 . 467 .378c )=340. 062
5 .418 , 75c2+680 .124 c−40 .467 . 378=340 . 062c
5 .418 , 75 c2−340 . 062 c−40 .467 . 378=0
c1,2=−b±√b2−4ac
2 . a
c1,2=− (−340.062 )±√−340 .0622−(4×5 .418 ,75× (−40 .467 .378 ) )
2×5 .418 ,75
c = 60,56 mm
a = β1×c = 0,85 × 60,56 = 51,48 mm
Kontrol keserasian regangan yang terjadi :
εs'
εcu
=( c−d ' )
c
ε s' =εcu×
(c−d ' )c =
0 ,003×(60 , 56−59 ,5 )60 ,56 = 0,0000525 <
ε y=0 , 002
Baja tulangan A s ' sudah leleh (asumsi benar)
f s '=ε s ' . E s = 0,0000525 × 200.000 = 10,501 MPa.
εs
εcu
=(d−c )
c
ε s=εcu×(d−c )
c =0 ,003×
(540 , 5−60 ,56 )60 ,56 = 0,0237 >
ε y=400200 .000
=0 ,002
Baja tulangan tarik sudah leleh (asumsi benar)
Cek kesetimbangan horizontal :
Cc = 0 ,85×β×c× f c '×b= 0 ,85×0 ,85×60 , 56×25×400 = 328.158,87 N
C s = A s '×f s = 1.133,54 × 10,501 = 11.903,13 N
T s = As×f y = 850,16 × 400 = 340.062,00 N
∑ H=0
157
Cc+C s−T s =0
328.158,87 + 11.903,13 – 340.062,00 = 0
0=0………………..(OK)
Hitung Mn Tinjau terhadap Ts
M n=Cc×(d−a2 )−C s (d−d ' )
M n=328 .158 , 87×(540 ,5−51 , 482 )−11. 903 ,13×(540 , 5−61 )
M n=174 . 649. 137 , 98Nmm
3. Tulangan tumpuan kanan
M u−
= 214.766.000 Nmm
M u+
= 74.422.000 Nmm
Akibat momen negatif
M n =
Mu−
φ =
214 . 766 .0000,8 = 268.457.500 Nmm.
Rn=M n
bxd2 =
268 .457 .500
300×540 ,52 = 3,063 N/mm².
m=f y
0 , 85×f c'
=
4000 ,85×25 = 18,824
ρ= 1m (1−√1−
2 mRn
f y)=
118 , 824 (1−√1−2×18 ,824×3 , 063
400 )=0,008307
ρmin < ρ = 0,008307 <ρmax , maka dipasang tulangan tunggal.
A s= ρ×b×d = 0,00823× 300 × 540,5 = 1.334,65 mm²
Dipasang tulangan tarik 6 D 19 ( A s = 1.700,31 mm²)
158
Untuk tulangan tekan dicoba dipasang tulangan 4 D 19 ( A s ' = 1.133,54mm²)
Cek persyaratan SRPMK :
M n+≥0,5 M n
−
Maka : A s' ≥0,5 A s
1 .133 , 54≥0,5×1. 700 ,31=850 ,155 mm2 (OK)
Kontrol kekuatan penampang terhadap momen negatif
Gambar 4.24 Diagram tegangan-regangan penampang tumpuan negatif kiri.
A s = 1.700,31 mm²
A s'= 1.133,54 mm²
Dengan mengacu pada gambar di atas
d ''=540 ,5−19−25= 496,5 mm
diasumsikan bahwa tulangan tarik sudah leleh dan tulangan tekan belum leleh.
ε s>ε y → f s=f y→ tulangan tarik sudah leleh.
ε s' <ε y → f s
' =600 c−600 d '
c→
tulangan tekan belum leleh.
159
∑ H=0
Cc+C s=T s1+sT s 2
(0 , 85. f c' . a. b )+( A s
' . f s' )=( A s . f y )
(0 , 85×25×0 , 85×c×300 )+(1 .133 , 54×(600 c−600 d '
c ))=(1. 700 , 31×400 )
(5 . 418 , 75c )+(680 . 124 c−40. 467 . 378c )=680. 124
5 .418 , 75 c2+680 .124 c−40. 467 . 378=680 .124 c5 .418 , 75c2−40. 467. 378=0
c=√40. 467. 3785 . 418 ,75
c = 86,42 mm
a = β1×c = 0,85 × 86,42 = 73,46 mm.
Kontrol keserasian regangan yang terjadi :
εs'
εcu
=( c−d ' )
c
ε s' =εcu×
(c−d' )c =
0,003×( 86 , 42−59,5 )86,42
= 0,000934 <
ε y=400200 .000
=0 , 002
Baja tulangan tekan belum leleh (asumsi benar)
f s '=ε s ' . E s = 0,000934 × 200.000 = 186,890 MPa.
εs
εcu
=(d−c )
c
ε s1=εcu×(d−c )
c =0 ,003×
(540 , 5−86 , 42 )86 , 42
= 0,01576 >
ε y=400200 .000
=0 , 002
ε s2=εcu׿¿¿¿=
0 ,003×( 496 ,5−86 , 42 )86 , 42
= 0,01423>
ε y=400200 .000
=0 , 002
Baja tulangan tarik sudah leleh (asumsi benar)
160
300
600
59,5
540,5
es'
ecu =0,003
ey = f y / Es
a
Ts
Cc Cs
d-(a/ 2)d' ' ' -d'
c
Cc = 0 ,85×β×c× f c '×b
= 0 ,85×0 ,85×86 , 42×25×400 = 468.276,21 N
C s = A s '×f s
= 1.133,54× 186,890 = 211,847,79 N
T s = As×f y
= 1.700,31 × 400 = 680,124 N
∑ H=0
Cc+C s−T s =0
468.276,21 + 211,847,79 – 680,124 = 0
0=0………………..(OK)
Menghitung Mn Tinjau terhadap Ts
M n=Cc×(d−a2 )+C s¿¿
M n=434 . 866 ,51×(540 , 5−73 , 462 )+1131.903 , 49×( 496 ,5−59 , 5 )
M n=328 . 482. 139 , 61 Nmm >
Mu
φ=214 . 766 .000
0,8=
268.457.500 Nmm…OK
Kontrol kekuatan penampang terhadap momen positif
161
300
600
59,5
540,5
es'
ecu =0,003
ey = f y / Es
a
Ts
Cc Cs
d-(a/ 2)d' ' ' -d'
c
Gambar 4.25 Diagram tegangan-regangan penampang tumpuan positif kiri.
A s = 1.133,54 mm²
A s'= 1.700,31 mm²
Dengan mengacu pada gambar di atas titik berat kelompok tulangan:
d '''=(566 , 8×( 59 ,5+19+25 ) )+( (1 .133 ,54 -566,8 )×59 ,5 )
1 .133,54 = 81,5 mm
Asumsi bahwa tulangan tarik sudah leleh dan tulangan tekan belum leleh.
ε s>ε y → f s=f y→ tulangan tarik sudah leleh.
ε s' <ε y → f s
' =600 c−600 d '
c→
tulangan tekan belum leleh.
∑ H=0Cc+C s=T s
(0 , 85. f c' . a. b )+( A s
' . f s' )=( A s . f y )
(0 , 85×25×0 , 85×c×300 )+(1 .700 , 31×(600 c−600 d '
c ))=(1 .133 ,54×400 )
(5 . 418 , 75 c )+( 1. 020 .186 c−60 .701 . 067c )=453 . 416
5 .418 , 75 c2+1. 020 . 186 c−60 .701 . 067=340. 062 c
5 .418 , 75 c2+566 .770 c−60 .701 . 067=0
c1,2=−b±√b2−4ac
2 . a
c1,2=− (566 .770 )±√566 .7702−(4×5 . 418 , 75× (−60. 701 .067 ) )
2×5 .418 , 75c = 65,76 mm
162
a = β1×c = 0,85 × 65,76 = 55,89 mm
Kontrol keserasian regangan yang terjadi :
εs'
εcu
=( c−d ' )
c
ε s' =εcu×
(c−d' )c =
0 ,003×(65 , 76−59 ,5 )65 ,76
= 0,000285 <
ε y=400200 .000
=0 ,002
Baja tulangan tekan belum leleh (asumsi benar)
f s '=ε s ' . E s = 0,000285 × 200.000 = 57,101 MPa.
εs
εcu
=(d−c )
c
ε s=εcu×(d−c )
c =0 ,003×
(540 , 5−65 ,76 )65 ,76
= 0,0216 >
ε y=400200 .000
=0 ,002
Baja tulangan tarik sudah leleh (asumsi benar)
Kontrol kesetimbangan gaya:
Cc = 0 ,85×β×c× f c '×b= 0 ,85×0 ,85×65 , 76×25×400 = 356.326,63 N
C s = A s '×f s
= 1.700,31 × 57,101 = 97.089,37 N
T s = As×f y = 850,16 × 400 = 340.062 N
∑ H=0
CC+C s−T s =0
327.321,06 + 12.740,94 – 340.062 = 0
0=0………………..(OK)
Menghitung Mn Tinjau terhadap Ts
M n=Cc×(d−a2 )+C s (d−d ' )
163
M n=327 .321 , 06×(540 , 5−55 ,892 )+12 . 740 ,94× (440 , 5−59 ,5 )
M n = 140.636.160,25 Nmm>
Mu
φ=74 .422 . 000
0,8=
93.027.500 Nmm…OK
Cek persyaratan balok dengan SRPMK.
1. Cek Persyaratan Geometri
a. Ln≥4 d
Ln=(6 .000−5002
−5002 )=5 .500 mm≥4×540 ,5=2. 162 mm
…..(OK)
b. b /h≥0,3
300/600=0,5≥0,3…………………………………………..…...(OK)
c. b≥250mm
300 mm≥250mm ……………………...…………………….....(OK)
2. Cek Persyaratan Tulangan Longitudinal
a. Minimal dua buah tulangan tarik menerus pada bagian atas dan bawah
pada balok.. (OK)
b. Cek batasan penulangan
A s min=1,4f y
×bw×d= 1,4400
×300×540 , 5= 567,525 mm².
A s min=√ f c
'
4 f y
×bw×d= √254×400
×300×540 ,5=506 ,718 mm².
A s max=0 , 025×bw×d=0 , 025×300×540 ,5= 4.053,75 mm²
Pada sendi plastis
Ujung kiri dan Kanan
164
As
−
= 6 D 19 (1.700,31 mm²)………………………....….(OK)
As
+
= 4 D 19 (1.133,54 mm²)………………….……..….(OK)
Pada tengah bentang :
As
−
= 3 D 19 (850,16 mm²)……………………..…….….(OK)
As
+
= 4 D 19 (1.133,54 mm²)………………………...….(OK)
3. Cek Persyaratan Persyaratan Momen nominal
a. Tumpuan muka kolom
M n+≥0,5 M n max
−
Tumpuan kiri dan kanan
M n−
= 328.482.139,61 Nmm
M n+
= 140.636.160,25 Nmm
Syarat SRPMK : M n+≥0,5 M n max
−
140.636.160,25 > 0,5 × 226.981.858,19
140.636.160,25 Nmm > 113.490.929,10 Nmm…..(OK)
b. Pada sembarang penampang (tengah bentang)
M n+ dan M n
− ≥0 , 25 M n tumpuan max−
M n−
= 97.004.719,53 Nmm.
M n+
= 158.247.562,76 Nmm.
Syarat SRPMK : M n+ dan M n
− ≥0 , 25 M n tumpuan max−
97.004.719,53 > 0,25 × 226.981.858,19
97.004.719,53 Nmm > 56.745.464,55 Nmm..(OK)
165
Gambar 4.31 skema penulangan balok induk B 103
4.6.4 Perhitungan Kebutuhan Tulangan Torsi Balok Induk
Penulangan balok terhadap torsi diambil contoh balok sebelumnya yaitu
balok B 103. Dari hasil analisis struktur didapat besarnya momen torsi dan gaya
geser pada penampang balok tersebut yakni:
T u= 39,353 kNm
V u = 180,340 kN
Gambar 4.32 Penampang balok induk B 103
Acp=300 ×600 = 180.000 mm²
Pcp=2× (300+600 ) = 1.800 mm
X1=300−2×( 40+5 ) = 210 mm
Y 1=600−2×(40+5 ) = 510 mm
166
Aoh=210×510 = 107.100 mm²
Ao=0 , 85 Aoh = 0,85 × 107.100 = 91.035 mm²
Ph=2× (210+510 ) = 1.440 mm²
Cek apakah pengaruh puntir dapat diabaikan
Berdasarkan SNI 03-2847-2002 Pasal 13.6.1 pengaruh torsi dapat diabaikan
bila momen puntir terfaktor T u besarnya kurang dari :
T u<φ√ f c '
12 ( Acp2
pcp)
T u<0 , 75×√2512
×(180 .0002
1 .800 )= 5.625.000 Nmm.= 5,625 kNm
39,353 kNm > 5,625 kNm (pengaruh puntir diperhitungkan)
Kontrol dimensi penampang
√( V u
bw×d )2
+( T uPh
1,7 Aoh2 )
2
≤φ( V c
bw×d+
2√ f c '
3 )V c=(√ f c '
6 ) .b.d=(√256 )×300×540 ,5=135 . 125
N = 135,125 kN
√(180 . 340300×540 , 5 )
2
+(39 ,353 . 106 . 1. 4401,7×91. 0352 )
2
≤0 ,75(135 ,125300×540 , 5
+ 2√253 )
2,168 < 2,5 (penampang tidak perlu diperbesar)
167
Luas tulangan sengkang
T n=2 A0 A t f yv
scot θ
dimana : 60 °< θ < 30° , diambil θ = 45°
A t
s=
T n
2 . A0 f yv cot φ=39 ,353 .106 /0 ,75
2×91.035×240×cot 45 = 1,20 mm
Luas tulangan memanjang
Al=A t
sPh
f yv
f yl
cot2 θ
Al=1 ,20×1 .440×240400
×cot2 45∘
= 1.037,48 mm²
Luas minimum tulangan puntir longitudinal :
Al min=5√ f c ' . Acp
12 . f yl
−( A t
s )Ph
f yv
f yl
Al min=5√25×150 . 00012×400
−0 . 8004×1. 240×240400 = -99,98 mm²
Jumlah tulangan longitudinal terpasang :
- Satu sisi penampang =
1. 037 ,484 = 259,37 mm²
Dipasang 1 D 19 ( A s = 283,385 mm²)
Sehingga skema penulangan tumpuan dan lapangan adalah sebagai berikut:
Gambar 4.32 Penampang balok induk pada derah tumpuan (kiri) dan lapangan (kanan)
168
4.6.5 Perhitungan Kebutuhan Tulangan Geser Balok Induk
Contoh penulangan balok induk terhadap geser sama dengan contoh balok
sebelumnya yaitu balok B 103 (balok induk portal 2 lantai 1 arah x ), gaya geser
yang bekerja dihitung berdasarkan momen lentur maksimum (M pr ) balok
berdasarkan tulangan yang terpasang dengan tegangan tarik 1,25 f y dan faktor
reduksi 1,0 dan tidak boleh lebih kecil dari gaya geser berdasarkan analisis
struktur. Dari hasil analisis didapat V u max = 180,340 N
Bentang ujung kiri = bentang ujung kanan :
As
−
= 6 D 19 (1.700,31 mm²)
a=A s
− (1 ,25. f y )0 ,85×f c '×b =
1.700 ,31×(1 ,25×400 )0 ,85×25×400 = 133,36 mm
M pr− =T s×(d−a
2 )=
A s−×(1 , 25× f y )×(d−a
2 )=1700 ,31× (1 , 25×400 )×(540 , 5−133 , 36
2 )= 428.284.671 Nmm
As
+
= 4 D 19 (1.133,54 mm²)
a=As
+ (1 ,25 . f y )0 ,85×f c '×b =
1. 133 ,54× (1 , 25×400 )0 , 85×25×400 = 88,91 mm
M pr+ =T s×(d−a
2 )=
A s+×(1 ,25×f y )×(d−a
2 )=1 .133 ,54×(1 ,25×400 )×(540 ,5−88 , 91
2 )= 290.499.558 Nmm
Perhitungan beban yang bekerja: Beban Mati (D)
Perataan beban pelat : 0,5 x 4,12 x 6 = 12,400 kN/m
Berat sendiri balok : 0,3 x 0,5 x 2,4 = 0,432 kN/m
169
Berat dinding : 3,5 x 2,5 x 0,75 = 8,750 kN/m +
Beban mati total (D) = 21,582 kN/m
Beban Hidup (L)
Beban hidup = 2,5 kN/m2
Perataan beban: 0,5 x 2,5 x 6 = 7,5 kN/m
Kombinasi
Kombinasi beban terfaktor : 1,2D + 1,0L
= 1,2 x (21,582) + 1 x (7,5) = 33,398 kN/m
V e=M pr 1+M pr 2
L±
W u . Ln
2
M pr 1+M pr 2
L=428 , 284+290 ,499
6=119 ,797 kN
170
W u . Ln
2=40 ,708×5,5
2=91 ,846 kN
Gambar 4.40 Disain gaya geser untuk balok
1. Pada daerah sendi plastis (2h = 2 × 600 = 1.200 mm )
gaya geser akibat analisis struktur = 180,340 kN < Ve =211,643 kN
berdasarkan SNI 03-2847-2002 pasal 23.3.4.(2).(a) gaya geser dasar yang
dihitung (Ve) mewakili setengah atau lebih kuat geser maksimum
sepanjang daerah tersebut. Kuat geser maksimum adalah akibat
Ve = 211,643 kN, sehingga Gaya geser akibat gempa
(Ve) = 211,643 kN > 0,5 × 211,643 kN (OK)
Pasal 23.3.4.(2).(b) Dengan gaya aksial yang kecil Pu<
Ag×f c '
20 ,
Dengan demikian Vc dapat dianggap = 0
V n=V e
φ=211 , 643
0 , 75 = 282,191 kN = 282.191 N
Koefisien reduksi = 0,75 diambil karena Vu diambil dari M pr balok
(SNI 03-2847 Pasal 11.3(2(3)).
171
V n analisis struktur=180 .340
0 , 75=
240.453 N < V n=282.191 N
Dipakai V n=282.191 N
Kontrol kuat geser nominal tidak boleh lebih dari V s max SNI 03-2847
(Pasal 13.5(6(8))
V n=V s+V c=V s+0=V s
V s max=23
bw d √ f c '
=
23×300×540 , 5×√25
= 540.500 N >V s= 282.191 N..…(OK)
S=Av . f y . d
V s
→Av
s=
V s
f y .d=265 .999
240×440 ,5 = 2,175 mm
Dipakai tulangan geser dan torsi φ 10 mm (Av+ At =78,50 mm²) + 1kait
silang sehingga total tulangan geser adalah 3 leg baja tulangan φ 10 mm.
S=3×( Av+ A t )2 ,175+1 ,20
=3×78. 503 ,376
=69 , 75mm dipakai S = 60 mm
V s=Av . f y . d
S→=235,5x240x440,5
60=509. 151 N
jarak sengkang maksimum S max
sepanjang sendi plastis dengan jarak
diujung balok (2h = 2 × 500 = 1.000 mm)
tidak boleh lebih dari :
S max = d/4 = 135,14 mm
S max
= 8 × db tulangan longitudinal = 8 × 19 = 152 mm
S max
= 24 × db hoops = 24 × 10 = 240 mm
S max = 300 mm
Maka pada daerah sendi plastis dipasang φ 10 – 60 mm, dengan hoop
pertama dipasang 50 mm dari muka kolom dikedua ujung balok.
172
2. Pada daerah di luar sendi plastis
211 , 643X
=27 , 9525,5−X
→X=211 ,643×5,5211 ,643+27 ,952 = 4,86 m
V u 2 h
4 ,86−(2×0,6 )=211 , 643
4 ,86→V u 2 h=
211 ,643×3 ,664 ,86 = 159,37 kN
Sehingga V u=159.370 N
Kuat geser yang disumbangkan oleh beton :
V c=(√ f c '
6 )×bw×d=(√256 )×300×540 , 5
= 135.125 N
V s=V u 2h
φ−V c=
159 . 2700 ,75
−135. 125= 77.365,3 N
S=2×Av . f y .d
V s
→Av
s=
V s
f y . d=77 .365 , 3
240×540 ,5 = 0,509 mm,
Dipakai tulangan geser φ 10 mm (Av =78,50 mm²)
S=3×Av
0 ,509+1,2= 3×78 ,50
0 ,509+1,2 = 131 mm
S max diluar sendi plastis d/2 = 540,5/2 = 270,5 mm.
Maka dipasang sengkang diluar sendi plastis φ 10-125 mm
Luas minimum tulangan sengkang tertutup :
-Av+2 A t>
75√ f c '
(1200 )bw . s
f yv
→Av+2 A t
s>
75√ f c '
(1200 )bw
f yv
173
211,643kN
27,952 kN
5,5 m
(0 , 509+2×1,2 )>75 √25(1200 )
300240 =0,3906
1,809 > 0,3906 ……….……………………. (OK)
-Av+2 A t>
bw . s
3 f yv
→Av+2 A t
s=
bw
3 f yv
0 ,509+2×1,2>3003×240
1,809 > 0,5208 ……….……………………. (OK)
3. Pemutusan Tulangan Balok
Untuk memperoleh panjang penghentian terbesar, harus dipakai
kombinasi beban 0,9 D + kemungkinan kuat momen Mpr di ujung
komponen. Kuat momen nominal (φ Mn) pada daerah lapangan dengan
tulangan 4 D 19 adalah 255.428.843,49 Nmm = 255,428 kNm. Karena
itu pemutusan tulangan ujung kiri yang berjumlah 6 D 19 boleh
dihentikan bila kuat momen perlu sudah menurun menjadi 255,428 kNm
Jarak penampang dengan Mn = 255,428 kNm dihitung sebagai berikut :
Diketahui : Mpr ki = 428,284 kNm
Mpr ka = 290,499 kNm
q = 0,9×(21,582) = 19,423 kN /m
Gambar 4.26 Diagram momen untuk penghentian tulangan negative pada
perletakan ujung kiri.
174
428,824 kN/m 290,499 kN/m
5,5 m
255,428 kNm
173,21 kN -66,38 kN
0,9D = 19,423 kN/m
19 , 423×12
x2−173 ,21 x+428 , 824=255 , 428
9,71x2 – 173,21x + 172,856 = 0 dengan mnyelesaikan persamaan kuadrat
tersebut di dapat x = 1,061 m
Sesuai pasal 14.10(3) tulangan 6 D 19 akan dihentikan sejauh :
l = x + d = 1,061 + 0,5405 = 1,602 m ≈1,6 m (menentukan)
l = x + 12.db = 1,061 + (12 × 0,019) = 1,289 m dari muka kolom
Panjang l = 1,6 m harus lebih panjang dari lw yaitu panjang penyaluran (pasal
14.10.(4)) yang dihitung dengan rumus tersebut dipasal 14.2.(3).
ld
db
=9. f y
10 √ f ' c
×α .β . γ . λ
( c+K tr
db)
Dimana : α = 1,3
c=40+10+192
=59 ,5 mm ¿}¿¿c=59 , 5 mm¿
β = 1,0 Ktr = 0
γ = 1,0
c+ K tr
db
=59 , 5+019
=3 , 132
dan λ = 1,0
Jadi :
ld
db
=9. f y
10 √ f ' c
×α .β . γ . λ
( c+K tr
db)
=
9×40010×√25
×1,3×1,0×1,0×1,03 , 132 = 29,885
ld = 29,885 × 19 = 567,816 mm ~ 567 mm
ternyata l = 1.900 mm > ld = 567 mm, jadi panjang 6 D 19 diputus sejauh
1,6 m dari muka kolom.
175
Tulangan longitudinal yang masuk dan berhenti dalam kolom tepi yang
terkekang harus berupa panjang penyaluran dengan kait 90o, ldh diambil yang
lebih besar dari :
ldh = 8 × db = 8 × 19 = 152 mm atau
ldh = 150 mm atau
ldh =
f y×db
5,4×√ f ' c=400×19
5,4×√25=281 , 4815
mm ≈ 282 mm
Jadi ldh = 282 mm masuk dalam kolom dengan panjang kait
12 × db = 12 × 19 = 228 mm.
Gambar 4.42 Potongan Memanjang Balok B 103
Selanjutnya penulangan balok induk disajikan dalam bentuk tabel
176
Tin
gk
at
Bal
ok
Momen MuVu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs cek Spasi
badan atas /bawah pasang lap.1
Desain Nmm N mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh
Bas
emen
t
B 4
59
TumpuanM¯ 24243200.0 20780.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 12121600.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 24243200.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
B 4
60
TumpuanM¯ 12369000.0 20780.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 6184500.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 12369000.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
B 4
61
TumpuanM¯ 17811400.0 17811.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 8905700.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 17811400.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
B 4
62
TumpuanM¯ 12369000.0 14843.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 6184500.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 12369000.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
B 4
63
TumpuanM¯ 24243200.0 20780.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 12121600.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 24243200.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
1
B 4
64
TumpuanM¯ 315404500.0 97497.0 300 600 539 2080.61
1 - 16 1 - 16
6 - 22 2,279.64 4
M⁺ 183230700.0 300 600 539 1040.31 1197.90 4 - 22 1,519.76 4
LapanganM⁺ 131585800.0 300 600 539 800.17 569.91 3 - 22 1,139.82 3
M¯ 0.0 300 600 539 400.09 569.91 569.91 2 - 22 759.88 2
TumpuanM¯ 278518000.0 300 600 539 1804.26 5 - 22 1,899.70 3
M⁺ 174795200.0 300 600 539 902.13 1142.75 4 - 22 1,519.76 4
B 4
66
TumpuanM¯ 339885100.0 135750.0 300 600 539 2262.20
1 - 16 1 - 16
6 - 22 2,279.64 4
M⁺ 208212500.0 300 600 539 1131.10 1361.22 4 - 22 1,519.76 4
LapanganM⁺ 169177100.0 300 600 539 1044.33 569.91 3 - 22 1,139.82 3
M¯ 0.0 300 600 539 522.17 569.91 569.91 2 - 22 759.88 2
Tabel 4.43 Penulangan Lentur Balok Portal F (Lanjutan 1)
178
Tin
gk
at
Bal
ok
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
Bas
emen
t
B 4
59
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.50 - 799733.870256 -459671.870256 340062 0 202554669.46 OK OK
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
B 4
60
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.50 - 675898.483097 -335836.483097 340062 0 195186463.92 OK OK
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
B 4
61
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.50 - 740409.691552 -400347.691552 340062 0 199024880.82 OK OK
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
B 4
62
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.50 - 675898.483097 -335836.483097 340062 0 195186463.92 OK OK
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
B 4
63
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.50 - 799733.870256 -459671.870256 340062 0 202554669.46 OK OK
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
1
B 4
64
4 37.33 2 549006.64996 362849.35004 911856 0 445716706.85 OK 178.80 512465753.929
4 37.33 - 464206.414492 143697.585508 607904 0 301993715.42 OK OK 119.20 364287663.969
3 67.00 - 937607.352054 -481679.352054 455928 0 263307699.08 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
3 67.00 2 478252.451288 281627.548712 759880 0 374456791.91 OK 149.00 441207187.451
4 37.33 - 484781.866957 123122.133043 607904 0 301717377.76 OK OK 119.20 364287663.969
B 4
66
4 37.33 2 549006.64996 362849.35004 911856 0 428662787.40 OK 178.80 512465753.929
4 37.33 - 464206.414492 143697.585508 607904 0 301993715.42 OK OK 119.20 364287663.969
3 67.00 - 792422.842853 -336494.842853 455928 0 254451444.01 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
Tabel 4.44 Penulangan Lentur Balok Portal F (Lanjutan 2)
179
Tin
gk
at
Balo
k
Momen MuVu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs cek Spasi
badan atas /bawah pasang lap.1
Desain Nmm N mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh
1
B 4
67
TumpuanM¯ 282843900.0 -94625.0 300 600 539 1836.09
1 - 16 1 - 16
5 - 22 1,899.70 3
M⁺ 177767500.0 300 600 539 918.04 1162.18 4 - 22 1,519.76 4
LapanganM⁺ 140975900.0 300 600 539 860.44 474.93 3 - 22 1,139.82 3
M¯ 0.0 300 600 539 430.22 474.93 474.93 2 - 22 759.88 2
TumpuanM¯ 280922100.0 300 600 539 1821.93 5 - 22 1,899.70 3
M⁺ 177858400.0 300 600 539 910.97 1162.78 4 - 22 1,519.76 4
B 4
69
TumpuanM¯ 337715600.0 135192.0 300 600 539 2247.02
1 - 16 1 - 16
6 - 22 2,279.64 4
M⁺ 207329300.0 300 600 539 1123.51 1355.45 4 - 22 1,519.76 4
LapanganM⁺ 169253400.0 300 600 539 1044.83 569.91 3 - 22 1,139.82 3
M¯ 0.0 300 600 539 522.42 569.91 569.91 2 - 22 759.88 2
TumpuanM¯ 338243100.0 300 600 539 2250.71 6 - 22 2,279.64 4
M⁺ 208196900.0 300 600 539 1125.36 1361.12 4 - 22 1,519.76 4
B 4
70
TumpuanM¯ 278635600.0 91299.0 300 600 539 1805.13
1 - 16 1 - 16
5 - 22 1,899.70 3
M⁺ 170013600.0 300 600 539 902.56 1111.49 3 - 22 1,139.82 3
LapanganM⁺ 164780800.0 300 600 539 1015.37 569.91 3 - 22 1,139.82 3
M¯ 0.0 300 600 539 507.68 569.91 569.91 2 - 22 759.88 2
TumpuanM¯ 312778000.0 300 600 539 2060.55 6 - 22 2,279.64 4
M⁺ 183447900.0 300 600 539 1030.27 1199.32 4 - 22 1,519.76 4
2
B 4
72
TumpuanM¯ 207886000.0 94577.0 300 600 539 1304.29
1 - 16 1 - 16
4 - 22 1,519.76 4
M⁺ 175620600.0 300 600 539 652.15 1148.15 4 - 22 1,519.76 4
LapanganM⁺ 110550700.0 300 600 539 666.83 379.94 2 - 22 759.88 2
M¯ 0.0 300 600 539 333.41 379.94 379.94 2 - 22 759.88 2
TumpuanM¯ 187960200.0 300 600 539 1169.34 4 - 22 1,519.76 4
M⁺ 98353200.0 300 600 539 584.67 643.00 2 - 22 759.88 2
B 4
74
TumpuanM¯ 221060100.0 89676.0 300 600 539 1394.91
- - 16 - - 16
4 - 22 1,519.76 4
M⁺ 156857900.0 300 600 539 697.46 1025.48 3 - 22 1,139.82 3
LapanganM⁺ 110653900.0 300 600 539 667.48 379.94 2 - 22 759.88 2
M¯ 0.0 300 600 539 333.74 379.94 379.94 2 - 22 759.88 2
TumpuanM¯ 220564800.0 300 600 539 1391.48 4 - 22 1,519.76 4
M⁺ 115312300.0 300 600 539 695.74 753.87 2 - 22 759.88 2
B 4
75
TumpuanM¯ 192605700.0 88717.0 300 600 539 1200.58
1 - 16 1 - 16
4 - 22 1,519.76 4
M⁺ 155505000.0 300 600 539 600.29 1016.64 3 - 22 1,139.82 3
LapanganM⁺ 96334300.0 300 600 539 577.97 379.94 2 - 22 759.88 2
M¯ 0.0 300 600 539 288.98 379.94 379.94 2 - 22 759.88 2
TumpuanM¯ 192831400.0 300 600 539 1202.10 4 - 22 1,519.76 4
M⁺ 100824300.0 300 600 539 601.05 659.15 2 - 22 759.88 2
B 4
77
TumpuanM¯ 220486500.0 90002.0 300 600 539 1390.94
- - 16 - - 16
4 - 22 1,519.76 4
M⁺ 151917200.0 300 600 539 695.47 993.18 3 - 22 1,139.82 3
LapanganM⁺ 110102100.0 300 600 539 664.01 379.94 2 - 22 759.88 2
M¯ 0.0 300 600 539 332.01 379.94 379.94 2 - 22 759.88 2
Tabel 4.45 Penulangan Lentur Balok Portal F (Lanjutan 3)
180
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
1
B 4
67
3 67.00 2 478252.451288 281627.548712 759880 0 374456791.91 OK 149.00 441207187.451
4 37.33 - 484781.866957 123122.133043 607904 0 301717377.76 OK OK 119.20 364287663.97
3 67.00 - 868055.732226 -412127.732226 455928 0 259065050.27 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
3 67.00 2 478252.451288 281627.548712 759880 0 374456791.91 OK 149.00 441207187.451
4 37.33 - 484781.866957 123122.133043 607904 0 301717377.76 OK OK 119.20 364287663.97
B 4
69
4 37.33 2 549006.64996 362849.35004 911856 0 428662787.40 OK 178.80 512465753.929
4 37.33 - 464206.414492 143697.585508 607904 0 301993715.42 OK OK 119.20 364287663.97
3 67.00 - 792422.842853 -336494.842853 455928 0 254451444.01 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
4 37.33 2 549006.64996 362849.35004 911856 0 428662787.40 OK 178.80 512465753.929
4 37.33 - 464206.414492 143697.585508 607904 0 301993715.42 OK OK 119.20 364287663.97
B 4
70
3 67.00 2 514963.359929 244916.640071 759880 0 373836404.01 OK 149.00 441207187.451
3 67.00 - 438953.325772 16974.6742281 455928 0 229597578.27 OK OK 89.40 281707183.48
3 67.00 - 937607.352054 -481679.352054 455928 0 263307699.08 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
4 37.33 2 549006.64996 362849.35004 911856 0 445716706.85 OK 178.80 512465753.929
4 37.33 - 464206.414492 143697.585508 607904 0 301993715.42 OK OK 119.20 364287663.97
2
B 4
72
4 37.33 - 417677.408904 190226.591096 607904 0 302373734.50 OK 119.20 364287663.969
4 37.33 - 417677.408904 190226.591096 607904 0 302373734.50 OK OK 119.20 364287663.97
2 156.00 - 864693.520372 -560741.520372 303952 0 187982320.28 OK OK
2 156.00 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
4 37.33 - 471561.415429 136342.584571 607904 0 301902560.81 OK 119.20 364287663.969
2 156.00 - 323578.97135 -19626.9713504 303952 0 156815345.75 OK OK 59.60 193465745.99
B 4
74
4 37.33 - 438975.359929 168928.640071 607904 0 302241933.14 OK 119.20 364287663.969
3 67.00 - 366490.276624 89437.7233765 455928 0 229754971.43 OK OK 89.40 281707183.48
2 156.00 - 720069.873536 -416117.873536 303952 0 179453306.56 OK OK
2 156.00 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
4 37.33 - 471561.415429 136342.584571 607904 0 301902560.81 OK 119.20 364287663.969
2 156.00 - 323578.97135 -19626.9713504 303952 0 156815345.75 OK OK 59.60 193465745.99
B 4
75
4 37.33 - 438975.359929 168928.640071 607904 0 302241933.14 OK 119.20 364287663.969
3 67.00 - 366490.276624 89437.7233765 455928 0 229754971.43 OK OK 89.40 281707183.48
2 156.00 - 795387.309723 -491435.309723 303952 0 183883901.93 OK OK
2 156.00 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
4 37.33 - 471561.415429 136342.584571 607904 0 301902560.81 OK 119.20 364287663.969
2 156.00 - 323578.97135 -19626.9713504 303952 0 156815345.75 OK OK 59.60 193465745.99
B 4
77
4 37.33 - 438975.359929 168928.640071 607904 0 302241933.14 OK 119.20 364287663.969
3 67.00 - 366490.276624 89437.7233765 455928 0 229754971.43 OK OK 89.40 281707183.48
2 156.00 - 720069.873536 -416117.873536 303952 0 179453306.56 OK OK
2 156.00 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
Tabel 4.46 Penulangan Lentur Balok Portal F (Lanjutan 4)
181
Tin
gk
at
Balo
k
Momen MuVu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs cek Spasi
badan atas /bawah pasang lap.1
Desain Nmm N mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh
2
B 4
78
Tumpuan
M¯ 187673200.0 94582.0 300 600 539 1167.41
1 - 16 1 - 16
4 - 22 1,519.76 4
M⁺ 173242400.0 300 600 539 583.71 1132.60 3 - 22 1,139.82 3
LapanganM⁺ 87295900.0 300 600 539 565.95 379.94 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 379.94 379.94 2 - 22 759.88 2
TumpuanM¯ 208147400.0 300 600 539 1306.08 4 - 22 1,519.76 4
M⁺ 108768600.0 300 600 539 653.04 711.09 2 - 22 759.88 2
3
B 4
80
TumpuanM¯ 348108300.0 94542.0 300 600 539 2319.74
1 - 16 1 - 16
7 - 22 2,659.58 4
M⁺ 151365900.0 300 600 539 1159.87 1159.87 4 - 22 1,519.76 4
LapanganM⁺ 182660200.0 300 600 539 1133.85 664.90 3 - 22 1,139.82 3
M¯ 0.0 300 600 539 566.93 664.90 664.90 2 - 22 759.88 2
TumpuanM¯ 307785500.0 300 600 539 2022.58 6 - 22 2,279.64 4
M⁺ 75999000.0 300 600 539 1011.29 1011.29 3 - 22 1,139.82 3
B 4
82
TumpuanM¯ 365741300.0 145812.0 300 600 539 2443.13
- - 16 - - 16
7 - 22 2,659.58 4
M⁺ 129545700.0 300 600 539 1221.57 1221.57 4 - 22 1,519.76 4
LapanganM⁺ 183476800.0 300 600 539 1139.31 664.90 3 - 22 1,139.82 3
M¯ 0.0 300 600 539 569.65 664.90 664.90 2 - 22 759.88 2
TumpuanM¯ 363316500.0 300 600 539 2426.16 7 - 22 2,659.58 4
M⁺ 89173300.0 300 600 539 1213.08 1213.08 4 - 22 1,519.76 4
B 4
83
TumpuanM¯ 321369300.0 107241.0 300 600 539 2126.41
1 - 16 1 - 16
6 - 22 2,279.64 4
M⁺ 135038900.0 300 600 539 1063.20 1063.20 3 - 22 1,139.82 3
LapanganM⁺ 160507200.0 300 600 539 987.32 569.91 3 - 22 1,139.82 3
M¯ 0.0 300 600 539 493.66 569.91 569.91 2 - 22 759.88 2
TumpuanM¯ 319886800.0 300 600 539 2114.99 6 - 22 2,279.64 4
M⁺ 79536500.0 300 600 539 1057.50 1057.50 3 - 22 1,139.82 3
B 4
85
TumpuanM¯ 364858100.0 146280.0 300 600 539 2436.95
- - 16 - - 16
7 - 22 2,659.58 4
M⁺ 125704400.0 300 600 539 1218.48 1218.48 4 - 22 1,519.76 4
LapanganM⁺ 182008700.0 300 600 539 1129.50 664.90 3 - 22 1,139.82 3
M¯ 0.0 300 600 539 564.75 664.90 664.90 2 - 22 759.88 2
TumpuanM¯ 366539600.0 300 600 539 2448.72 7 - 22 2,659.58 4
M⁺ 89673900.0 300 600 539 1224.36 1224.36 4 - 22 1,519.76 4
B 4
86
TumpuanM¯ 311487000.0 94968.0 300 600 539 2050.71
1 - 16 1 - 16
6 - 22 2,279.64 4
M⁺ 150730300.0 300 600 539 1025.35 1025.35 3 - 22 1,139.82 3
LapanganM⁺ 145292500.0 300 600 539 888.30 664.90 3 - 22 1,139.82 3
M¯ 0.0 300 600 539 444.15 664.90 664.90 2 - 22 759.88 2
TumpuanM¯ 345128100.0 300 600 539 2298.89 7 - 22 2,659.58 4
M⁺ 82945600.0 300 600 539 1149.44 1149.44 4 - 22 1,519.76 4
4
B 4
88
TumpuanM¯ 309855600.0 83256.0 300 600 540.5 2030.89
1 - 16 1 - 16
8 - 19 2,267.08 5
M⁺ 114994400.0 300 600 540.5 1015.44 1015.44 4 - 19 1,133.54 4
LapanganM⁺ 164157800.0 300 600 540.5 1008.10 566.77 4 - 19 1,133.54 4
M¯ 0.0 300 600 540.5 504.05 566.77 566.77 2 - 19 566.77 2
Tabel 4.47 Penulangan Lentur Balok Portal F (Lanjutan 5)
182
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
2
B 4
78
4 37.33 - 438975.359929 168928.640071 607904 0 302241933.14 OK 119.20 364287663.969
3 67.00 - 366490.276624 89437.7233765 455928 0 229754971.43 OK OK 89.40 281707183.48
2 156.00 - 864693.520372 -560741.520372 303952 0 187982320.28 OK OK
2 156.00 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
4 37.33 - 471561.415429 136342.584571 607904 0 301902560.81 OK 119.20 364287663.969
2 156.00 - 323578.97135 -19626.9713504 303952 0 156815345.75 OK OK 59.60 193465745.99
3
B 4
80
4 37.33 3 630228.451288 433603.548712 1063832 0 495424272.52 OK 208.59 578063363.404
4 37.33 - 478496.603012 129407.396988 607904 0 301808836.23 OK OK 119.20 364287663.97
3 67.00 - 937607.352054 -481679.352054 455928 0 263307699.08 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
4 37.33 2 602907.477552 308948.522448 911856 0 444134922.05 OK 178.80 512465753.929
3 67.00 - 425036.87256 30891.1274404 455928 0 229691708.28 OK OK 89.40 281707183.48
B 4
82
4 37.33 3 630228.451288 433603.548712 1063832 0 495424272.52 OK 208.59 578063363.404
4 37.33 - 478496.603012 129407.396988 607904 0 301808836.23 OK OK 119.20 364287663.97
3 67.00 - 792422.842853 -336494.842853 455928 0 254451444.01 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
4 37.33 3 630228.451288 433603.548712 1063832 0 495424272.52 OK 208.59 578063363.404
4 37.33 - 478496.603012 129407.396988 607904 0 301808836.23 OK OK 119.20 364287663.97
B 4
83
4 37.33 2 602907.477552 308948.522448 911856 0 444134922.05 OK 178.80 512465753.929
3 67.00 - 425036.87256 30891.1274404 455928 0 229691708.28 OK OK 89.40 281707183.48
3 67.00 - 868055.732226 -412127.732226 455928 0 259065050.27 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
4 37.33 2 602907.477552 308948.522448 911856 0 444134922.05 OK 178.80 512465753.929
3 67.00 - 425036.87256 30891.1274404 455928 0 229691708.28 OK OK 89.40 281707183.48
B 4
85
4 37.33 3 630228.451288 433603.548712 1063832 0 495424272.52 OK 208.59 578063363.404
4 37.33 - 478496.603012 129407.396988 607904 0 301808836.23 OK OK 119.20 364287663.97
3 67.00 - 792422.842853 -336494.842853 455928 0 254451444.01 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
4 37.33 3 630228.451288 433603.548712 1063832 0 495424272.52 OK 208.59 578063363.404
4 37.33 - 478496.603012 129407.396988 607904 0 301808836.23 OK OK 119.20 364287663.97
B 4
86
4 37.33 2 602907.477552 308948.522448 911856 0 444134922.05 OK 178.80 512465753.929
3 67.00 - 425036.87256 30891.1274404 455928 0 229691708.28 OK OK 89.40 281707183.48
3 67.00 - 937607.352054 -481679.352054 455928 0 263307699.08 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
4 37.33 3 630228.451288 433603.548712 1063832 0 495424272.52 OK 208.59 578063363.404
4 37.33 - 478496.603012 129407.396988 607904 0 301808836.23 OK OK 119.20 364287663.97
4
B 4
88
5 26.25 3 595154.512509 311677.487491 906832 0 443816795.79 OK 177.81 511900885.169
4 41.33 - 421666.968441 31749.0315587 453416 0 229236944.76 OK OK 88.91 281144813.79
4 41.33 - 858416.699381 -405000.699381 453416 0 259261269.72 OK OK
2 162.00 - 293560.317123 -66852.3171225 226708 0 119754354.73 OK OK
Tabel 4.48 Penulangan Lentur Balok Portal F (Lanjutan 6)
183
Tin
gk
at
Balo
k
Momen MuVu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs cek Spasi
badan atas /bawah pasang lap.1
Desain Nmm N mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh
4
B 4
90
Tumpuan
M¯ 305807500.0 122031.0 300 600 540.5 2000.33
- - 16 - - 16
8 - 19 2,267.08 5
M⁺ 119758900.0 300 600 540.5 1000.17 1000.17 4 - 19 1,133.54 4
LapanganM⁺ 153268400.0 300 600 540.5 937.12 566.77 4 - 19 1,133.54 4
M¯ 0.0 300 600 540.5 468.56 566.77 566.77 2 - 19 566.77 2
TumpuanM¯ 304349100.0 300 600 540.5 1989.36 8 - 19 2,267.08 5
M⁺ 50980300.0 300 600 540.5 994.68 994.68 4 - 19 1,133.54 4
B 4
91
TumpuanM¯ 275692100.0 92141.0 300 600 540.5 1777.32
1 - 16 1 - 16
7 - 19 1,983.70 5
M⁺ 102778300.0 300 600 540.5 888.66 888.66 4 - 19 1,133.54 4
LapanganM⁺ 137480300.0 300 600 540.5 835.37 495.92 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 417.69 495.92 495.92 2 - 19 566.77 2
TumpuanM¯ 273732400.0 300 600 540.5 1763.05 7 - 19 1,983.70 5
M⁺ 47834000.0 300 600 540.5 881.53 881.53 4 - 19 1,133.54 4
B 4
93
TumpuanM¯ 306235700.0 122608.0 300 600 540.5 2003.56
- - 16 - - 16
8 - 19 2,267.08 5
M⁺ 87535200.0 300 600 540.5 1001.78 1001.78 4 - 19 1,133.54 4
LapanganM⁺ 152975600.0 300 600 540.5 935.22 566.77 4 - 19 1,133.54 4
M¯ 0.0 300 600 540.5 467.61 566.77 566.77 2 - 19 566.77 2
TumpuanM¯ 306804500.0 300 600 540.5 2007.85 8 - 19 2,267.08 5
M⁺ 51236500.0 300 600 540.5 1003.92 1003.92 4 - 19 1,133.54 4
B 4
94
TumpuanM¯ 270122600.0 83383.0 300 600 540.5 1736.86
1 - 16 1 - 16
7 - 19 1,983.70 5
M⁺ 121115000.0 300 600 540.5 868.43 868.43 4 - 19 1,133.54 4
LapanganM⁺ 124202800.0 300 600 540.5 750.82 566.77 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 375.41 566.77 566.77 2 - 19 566.77 2
TumpuanM¯ 307621900.0 300 600 540.5 2014.01 8 - 19 2,267.08 5
M⁺ 51368900.0 300 600 540.5 1007.01 1007.01 4 - 19 1,133.54 4
Ata
p
B 4
96
TumpuanM¯ 85800000.0 26228.0 250 400 340.5 871.40
1 - 16 1 - 16
4 - 19 1,133.54 2
M⁺ 37252100.0 250 400 340.5 435.70 435.70 2 - 19 566.77 2
LapanganM⁺ 58065300.0 250 400 340.5 568.66 283.39 3 - 19 850.16 3
M¯ 0.0 250 400 340.5 284.33 283.39 284.33 2 - 19 566.77 2
TumpuanM¯ 74605600.0 250 400 340.5 746.28 3 - 19 850.16 3
M⁺ 10444100.0 250 400 340.5 373.14 373.14 2 - 19 566.77 2
B 1
42
TumpuanM¯ 88850800.0 35396.0 250 400 340.5 906.25
- - 16 - - 16
4 - 19 1,133.54 2
M⁺ 69957000.0 250 400 340.5 453.12 777.99 3 - 19 850.16 3
LapanganM⁺ 44606200.0 250 400 340.5 429.81 283.39 2 - 19 566.77 2
M¯ 0.0 250 400 340.5 214.90 283.39 283.39 2 - 19 566.77 2
TumpuanM¯ 88127600.0 250 400 340.5 897.96 4 - 19 1,133.54 2
M⁺ 11877000.0 250 400 340.5 448.98 448.98 2 - 19 566.77 2
B 4
99
TumpuanM¯ 79006200.0 26517.0 250 400 340.5 794.97
1 - 16 1 - 16
3 - 19 850.16 3
M⁺ 32847200.0 250 400 340.5 397.48 397.48 2 - 19 566.77 2
LapanganM⁺ 47629100.0 250 400 340.5 460.58 212.54 2 - 19 566.77 2
M¯ 0.0 250 400 340.5 230.29 212.54 230.29 2 - 19 566.77 2
Tabel 4.49 Penulangan Lentur Balok Portal F (Lanjutan 7)
184
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
4
B 4
90
5 26.25 3 595154.512509 311677.487491 906832 0 443816795.79 OK 177.81 511900885.169
4 41.33 - 421666.968441 31749.0315587 453416 0 229236944.76 OK OK 88.91 281144813.79
4 41.33 - 734947.62577 -281531.62577 453416 0 251654987.73 OK OK
2 162.00 - 293560.317123 -66852.3171225 226708 0 119754354.73 OK OK
5 26.25 3 595154.512509 311677.487491 906832 0 443816795.79 OK 177.81 511900885.169
4 41.33 - 421666.968441 31749.0315587 453416 0 229236944.76 OK OK 88.91 281144813.79
B 4
91
5 26.25 2 528370.636661 265107.363339 793478 0 391204850.91 OK 155.58 458935811.926
4 41.33 - 406546.445727 46869.5542735 453416 0 229319471.28 OK OK 88.91 281144813.79
3 71.50 - 740409.691552 -400347.691552 340062 0 199024880.82 OK OK
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
5 26.25 2 528370.636661 265107.363339 793478 0 391204850.91 OK 155.58 458935811.926
4 41.33 - 406546.445727 46869.5542735 453416 0 229319471.28 OK OK 88.91 281144813.79
B 4
93
5 26.25 3 595154.512509 311677.487491 906832 0 443816795.79 OK 177.81 511900885.169
4 41.33 - 421666.968441 31749.0315587 453416 0 229236944.76 OK OK 88.91 281144813.79
4 41.33 - 734947.62577 -281531.62577 453416 0 251654987.73 OK OK
2 162.00 - 293560.317123 -66852.3171225 226708 0 119754354.73 OK OK
5 26.25 3 595154.512509 311677.487491 906832 0 443816795.79 OK 177.81 511900885.169
4 41.33 - 421666.968441 31749.0315587 453416 0 229236944.76 OK OK 88.91 281144813.79
B 4
94
5 26.25 2 528370.636661 265107.363339 793478 0 391204850.91 OK 155.58 458935811.926
4 41.33 - 406546.445727 46869.5542735 453416 0 229319471.28 OK OK 88.91 281144813.79
3 71.50 - 799733.870256 -459671.870256 340062 0 202554669.46 OK OK
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
5 26.25 3 595154.512509 311677.487491 906832 0 443816795.79 OK 177.81 511900885.169
4 41.33 - 421666.968441 31749.0315587 453416 0 229236944.76 OK OK 88.91 281144813.79
Ata
p
B 4
96
2 112.00 2 364215.671096 89200.3289038 453416 0 136595735.01 OK 106.69 162751939.551
2 112.00 - 322562.506827 -95854.5068272 226708 0 73104798.73 OK OK 53.34 88934281.138
3 46.50 - 799733.870256 -459671.870256 340062 0 134542269.46 OK OK
2 112.00 - 254701.738596 -27993.7385961 226708 0 72754009.62 OK OK
3 46.50 - 302270.990819 37791.0091811 340062 0 104943228.13 OK 80.01 127732688.185
2 112.00 - 254701.738596 -27993.7385961 226708 0 72754009.62 OK OK 53.34 88934281.138
B 1
42
2 112.00 2 342949.391559 110466.608441 453416 0 136745805.02 OK 106.69 162751939.551
3 46.50 - 358374.254863 -18312.2548634 340062 0 104792962.49 OK OK 80.01 127732688.18
2 112.00 - 621593.62577 -394885.62577 226708 0 93416759.12 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK
2 112.00 2 364215.671096 89200.3289038 453416 0 136595735.01 OK 106.69 162751939.551
2 112.00 - 322562.506827 -95854.5068272 226708 0 73104798.73 OK OK 53.34 88934281.138
B 4
99
3 46.50 - 302270.990819 37791.0091811 340062 0 104943228.13 OK 80.01 127732688.185
2 112.00 - 254701.738596 -27993.7385961 226708 0 72754009.62 OK OK 53.34 88934281.138
2 112.00 - 685898.783118 -459190.783118 226708 0 97136205.74 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK
Tabel 4.50 Penulangan Lentur Balok Portal F (Lanjutan 8)
185
Tin
gk
at
Balo
k
Momen MuVu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs cek Spasi
badan atas /bawah pasang lap.1
Desain Nmm N mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh
Ata
p
B 1
44
Tumpuan
M¯ 88901900.0 35632.0 250 400 340.5 906.84
- - 16 - - 16
4 - 19 1,133.54 2
M⁺ 46298300.0 250 400 340.5 453.42 514.88 2 - 19 566.77 2
LapanganM⁺ 44362400.0 250 400 340.5 427.33 283.39 2 - 19 566.77 2
M¯ 0.0 250 400 340.5 213.67 283.39 283.39 2 - 19 566.77 2
TumpuanM¯ 89256000.0 250 400 340.5 910.90 4 - 19 1,133.54 2
M⁺ 12016400.0 250 400 340.5 455.45 455.45 2 - 19 566.77 2
B 5
02
TumpuanM¯ 76155600.0 26313.0 250 400 340.5 763.36
1 - 16 1 - 16
3 - 19 850.16 3
M⁺ 38995200.0 250 400 340.5 381.68 433.67 2 - 19 566.77 2
LapanganM⁺ 59441800.0 250 400 340.5 583.13 283.39 3 - 19 850.16 3
M¯ 0.0 250 400 340.5 291.57 283.39 291.57 2 - 19 566.77 2
TumpuanM¯ 84944500.0 250 400 340.5 861.69 4 - 19 1,133.54 2
M⁺ 11481500.0 250 400 340.5 430.84 430.84 2 - 19 566.77 2
Tabel 4.51 Penulangan Lentur Balok Portal F (Lanjutan 9)
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
Ata
p
B 1
44
2 112.00 2 364215.671096 89200.3289038 453416 0 136595735.01 OK 106.69 162751939.551
2 112.00 - 322562.506827 -95854.5068272 226708 0 73104798.73 OK OK 53.34 88934281.138
2 112.00 - 621593.62577 -394885.62577 226708 0 93416759.12 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK
2 112.00 2 364215.671096 89200.3289038 453416 0 136595735.01 OK 106.69 162751939.551
2 112.00 - 322562.506827 -95854.5068272 226708 0 73104798.73 OK OK 53.34 88934281.138
B 5
02
3 46.50 - 302270.990819 37791.0091811 340062 0 104943228.13 OK 80.01 127732688.185
2 112.00 - 254701.738596 -27993.7385961 226708 0 72754009.62 OK OK 53.34 88934281.138
3 46.50 - 799733.870256 -459671.870256 340062 0 134542269.46 OK OK
2 112.00 - 254701.738596 -27993.7385961 226708 0 72754009.62 OK OK
2 112.00 2 364215.671096 89200.3289038 453416 0 136595735.01 OK 106.69 162751939.551
2 112.00 - 322562.506827 -95854.5068272 226708 0 73104798.73 OK OK 53.34 88934281.138
Tabel 4.52 Penulangan Lentur Balok Portal 1
186
Tin
gk
at
Bal
ok
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs
badan atas /bawah pasang
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm²
Bas
emen
t
B 2
1
TumpuanM¯ 7916200.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
LapanganM⁺ 3958100.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 7916200.0 300 600 540.5 567.52 3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
B 2
2
TumpuanM¯ 17811400.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
LapanganM⁺ 8905700.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 17811400.0 300 600 540.5 567.52 3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
B 2
3
TumpuanM¯ 17811400.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
LapanganM⁺ 8905700.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 17811400.0 300 600 540.5 567.52 3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
1
B 2
4
TumpuanM¯ 359987900.0 3530500.0 300 600 539 2402.87
- - 16 - - 16
7 - 22 2,659.58
M⁺ 106927900.0 300 600 539 1201.44 1201.44 4 - 22 1,519.76
LapanganM⁺ 158021400.0 300 600 539 971.06 664.90 3 - 22 1,139.82
M¯ 0.0 300 600 539 485.53 664.90 664.90 2 - 22 759.88
TumpuanM¯ 330691200.0 300 600 539 2197.87 6 - 22 2,279.64
M⁺ 119599700.0 300 600 539 1098.93 1098.93 3 - 22 1,139.82
B 2
5
TumpuanM¯ 231972300.0 5024700.0 300 600 539 1470.84
- - 16 - - 16
4 - 22 1,519.76
M⁺ 68767200.0 300 600 539 735.42 735.42 2 - 22 759.88
LapanganM⁺ 120803100.0 300 600 539 731.54 379.94 2 - 22 759.88
M¯ 0.0 300 600 539 365.77 379.94 379.94 2 - 22 759.88
TumpuanM¯ 238394900.0 300 600 539 1515.91 4 - 22 1,519.76
M⁺ 118295400.0 300 600 539 757.96 773.37 3 - 22 1,139.82
B 2
6
TumpuanM¯ 257716100.0 4164100.0 300 600 539 1653.27
- - 16 - - 16
5 - 22 1,899.70
M⁺ 75966700.0 300 600 539 826.64 826.64 3 - 22 1,139.82
LapanganM⁺ 144441600.0 300 600 539 882.80 474.93 3 - 22 1,139.82
M¯ 0.0 300 600 539 441.40 474.93 474.93 2 - 22 759.88
TumpuanM¯ 278494200.0 300 600 539 1804.09 5 - 22 1,899.70
M⁺ 122139600.0 300 600 539 902.04 902.04 3 - 22 1,139.82
2
B 2
7
TumpuanM¯ 386924600.0 5368100.0 300 600 539 2591.37
- - 16 - - 16
7 - 22 2,659.58
M⁺ 114805100.0 300 600 539 1295.68 1295.68 4 - 22 1,519.76
LapanganM⁺ 162024600.0 300 600 539 997.27 664.90 3 - 22 1,139.82
M¯ 0.0 300 600 539 498.63 664.90 664.90 2 - 22 759.88
Tabel 4.53 Penulangan Lentur Balok Portal 1 (Lanjutan 1)
187
Tin
gk
at
Bal
ok
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
Bas
emen
t
B 2
1
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 604541.981638 -264479.981638 340062 0 190940752.08 OK OK
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.7
B 2
2
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 740409.691552 -400347.691552 340062 0 199024880.82 OK OK
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.7
B 2
3
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 740409.691552 -400347.691552 340062 0 199024880.82 OK OK
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.7
1
B 2
4
4 37.33 3 630228.451288 433603.548712 1063832 0 495424272.52 OK 208.59 578063363.4
4 37.33 - 478496.603012 129407.396988 607904 0 301808836.23 OK OK 119.20 364287663.97
3 67.00 - 708764.537417 -252836.537417 455928 0 249348287.38 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
4 37.33 2 602907.477552 308948.522448 911856 0 429614341.50 OK 178.80 512465753.93
3 67.00 - 425036.87256 30891.1274404 455928 0 229691708.28 OK OK 89.40 281707183.48
B 2
5
4 37.33 - 471561.415429 136342.584571 607904 0 301902560.81 OK 119.20 364287663.97
2 156.00 - 323578.97135 -19626.9713504 303952 0 156815345.75 OK OK 59.60 193465745.99
2 156.00 - 795387.309723 -491435.309723 303952 0 183883901.93 OK OK
2 156.00 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
4 37.33 - 438975.359929 168928.640071 607904 0 302241933.14 OK 119.20 364287663.97
3 67.00 - 366490.276624 89437.7233765 455928 0 229754971.43 OK OK 89.40 281707183.48
B 2
6
3 67.00 2 514963.359929 244916.640071 759880 0 373836404.01 OK 149.00 441207187.45
3 67.00 - 438953.325772 16974.6742281 455928 0 229597578.27 OK OK 89.40 281707183.48
3 67.00 - 868055.732226 -412127.732226 455928 0 259065050.27 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
3 67.00 2 514963.359929 244916.640071 759880 0 373836404.01 OK 149.00 441207187.45
3 67.00 - 438953.325772 16974.6742281 455928 0 229597578.27 OK OK 89.40 281707183.48
2
B 2
7
4 37.33 3 630228.451288 433603.548712 1063832 0 495424272.52 OK 208.59 578063363.4
4 37.33 - 478496.603012 129407.396988 607904 0 301808836.23 OK OK 119.20 364287663.97
3 67.00 - 708764.537417 -252836.537417 455928 0 249348287.38 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
Tabel 4.54 Penulangan Lentur Balok Portal 1 (Lanjutan 2)
188
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs
badan atas /bawah pasang
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm²
2
B 2
8
TumpuanM¯ 250647900.0 6454400.0 300 600 539 1602.71
1 - 16 1 - 16
5 - 22 1,899.70
M⁺ 74609200.0 300 600 539 801.36 801.36 3 - 22 1,139.82
LapanganM⁺ 130754700.0 300 600 539 794.86 474.93 3 - 22 1,139.82
M¯ 0.0 300 600 539 397.43 474.93 474.93 2 - 22 759.88
TumpuanM¯ 257888900.0 300 600 539 1654.51 5 - 22 1,899.70
M⁺ 117135900.0 300 600 539 827.26 827.26 3 - 22 1,139.82
B 2
9
TumpuanM¯ 280690500.0 4802000.0 300 600 539 1820.23
- - 16 - - 16
5 - 22 1,899.70
M⁺ 82847600.0 300 600 539 910.11 910.11 3 - 22 1,139.82
LapanganM⁺ 163339900.0 300 600 539 1005.90 569.91 3 - 22 1,139.82
M¯ 0.0 300 600 539 502.95 569.91 569.91 2 - 22 759.88
TumpuanM¯ 311350100.0 300 600 539 2049.66 6 - 22 2,279.64
M⁺ 125300400.0 300 600 539 1024.83 1024.83 3 - 22 1,139.82
3
B 3
0
TumpuanM¯ 282480900.0 14628500.0 300 600 539 1833.41
1 - 16 1 - 16
5 - 22 1,899.70
M⁺ 87947400.0 300 600 539 916.71 916.71 3 - 22 1,139.82
LapanganM⁺ 118689800.0 300 600 539 718.16 474.93 2 - 22 759.88
M¯ 0.0 300 600 539 359.08 474.93 474.93 2 - 22 759.88
TumpuanM¯ 252413300.0 300 600 539 1615.30 5 - 22 1,899.70
M⁺ 88592800.0 300 600 539 807.65 807.65 3 - 22 1,139.82
B 3
1
TumpuanM¯ 199785300.0 5087900.0 300 600 539 1249.13
- - 16 - - 16
4 - 22 1,519.76
M⁺ 62401800.0 300 600 539 624.56 624.56 2 - 22 759.88
LapanganM⁺ 103123300.0 300 600 539 620.28 379.94 2 - 22 759.88
M¯ 0.0 300 600 539 310.14 379.94 379.94 2 - 22 759.88
TumpuanM¯ 204092800.0 300 600 539 1278.41 4 - 22 1,519.76
M⁺ 100706000.0 300 600 539 639.21 658.38 2 - 22 759.88
B 3
2
TumpuanM¯ 211662200.0 3608800.0 300 600 539 1330.15
- - 16 - - 16
4 - 22 1,519.76
M⁺ 80279500.0 300 600 539 665.08 665.08 2 - 22 759.88
LapanganM⁺ 121890600.0 300 600 539 738.43 379.94 2 - 22 759.88
M¯ 0.0 300 600 539 369.22 379.94 379.94 2 - 22 759.88
TumpuanM¯ 233074800.0 300 600 539 1478.56 4 - 22 1,519.76
M⁺ 106007200.0 300 600 539 739.28 739.28 2 - 22 759.88
4
B 3
3
TumpuanM¯ 155276500.0 4071000.0 300 600 540.5 950.16
- - 16 - - 16
4 - 19 1,133.54
M⁺ 57849000.0 300 600 540.5 475.08 475.08 2 - 19 566.77
LapanganM⁺ 59694600.0 300 600 540.5 567.52 283.39 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 283.39 283.76 2 - 19 566.77
TumpuanM¯ 131351600.0 300 600 540.5 796.23 3 - 19 850.16
M⁺ 61241200.0 300 600 540.5 398.12 398.12 2 - 19 566.77
B 3
4
TumpuanM¯ 120007600.0 8636100.0 300 600 540.5 724.30
1 - 16 1 - 16
3 - 19 850.16
M⁺ 42904500.0 300 600 540.5 362.15 362.15 2 - 19 566.77
LapanganM⁺ 60680800.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 120910300.0 300 600 540.5 730.00 3 - 19 850.16
Tabel 4.55 Penulangan Lentur Balok Portal 1 (Lanjutan 3)
189
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
2
B 2
8
3 67.00 2 514963.359929 244916.640071 759880 0 373836404.01 OK 149.00 441207187.451
3 67.00 - 438953.325772 16974.6742281 455928 0 229597578.27 OK OK 89.3976470588 281707183.48
3 67.00 - 868055.732226 -412127.732226 455928 0 259065050.27 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
3 67.00 2 514963.359929 244916.640071 759880 0 373836404.01 OK 149.00 441207187.451
3 67.00 - 438953.325772 16974.6742281 455928 0 229597578.27 OK OK 89.3976470588 281707183.48
B 2
9
3 67.00 2 514963.359929 244916.640071 759880 0 373836404.01 OK 149.00 441207187.451
3 67.00 - 438953.325772 16974.6742281 455928 0 229597578.27 OK OK 89.3976470588 281707183.48
3 67.00 - 868055.732226 -412127.732226 455928 0 259065050.27 OK OK
2 156.00 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK
4 37.33 2 602907.477552 308948.522448 911856 0 444134922.05 OK 178.80 512465753.929
3 67.00 - 425036.87256 30891.1274404 455928 0 229691708.28 OK OK 89.3976470588 281707183.48
3
B 3
0
3 67.00 2 514963.359929 244916.640071 759880 0 373836404.01 OK 149.00 441207187.451
3 67.00 - 438953.325772 16974.6742281 455928 0 229597578.27 OK OK 89.3976470588 281707183.48
2 156.00 - 636838.308187 -332886.308187 303952 0 174593533.25 OK OK
2 156.00 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
3 67.00 2 514963.359929 244916.640071 759880 0 373836404.01 OK 149.00 441207187.451
3 67.00 - 438953.325772 16974.6742281 455928 0 229597578.27 OK OK 89.3976470588 281707183.48
B 3
1
4 37.33 - 471561.415429 136342.584571 607904 0 301902560.81 OK 119.20 364287663.969
2 156.00 - 323578.97135 -19626.9713504 303952 0 156815345.75 OK OK 59.5984313725 193465745.99
2 156.00 - 795387.309723 -491435.309723 303952 0 183883901.93 OK OK
2 156.00 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
4 37.33 - 471561.415429 136342.584571 607904 0 301902560.81 OK 119.20 364287663.969
2 156.00 - 323578.97135 -19626.9713504 303952 0 156815345.75 OK OK 59.5984313725 193465745.99
B 3
2
4 37.33 - 471561.415429 136342.584571 607904 0 301902560.81 OK 119.20 364287663.969
2 156.00 - 323578.97135 -19626.9713504 303952 0 156815345.75 OK OK 59.5984313725 193465745.99
2 156.00 - 795387.309723 -491435.309723 303952 0 183883901.93 OK OK
2 156.00 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
4 37.33 - 471561.415429 136342.584571 607904 0 301902560.81 OK 119.20 364287663.969
2 156.00 - 323578.97135 -19626.9713504 303952 0 156815345.75 OK OK 59.5984313725 193465745.99
4
B 3
3
4 41.33 - 392613.875912 60802.1240876 453416 0 229363766.28 OK 88.91 281144813.792
2 162.00 - 293560.317123 -66852.3171225 226708 0 119754354.73 OK OK 44.4525490196 146870999.7
3 71.50 - 604541.981638 -264479.981638 340062 0 190940752.08 OK OK
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.4525490196 146870999.7
B 3
4
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.4525490196 146870999.7
3 71.50 - 740409.691552 -400347.691552 340062 0 199024880.82 OK OK
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
Tabel 4.56 Penulangan Lentur Balok Portal 1 (Lanjutan 4)
190
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs
badan atas /bawah pasang
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm²
4
B 3
5
TumpuanM¯ 119846400.0 5203100.0 300 600 540.5 723.28
- - 16 - - 16
3 - 19 850.16
M⁺ 91606700.0 300 600 540.5 361.64 595.16 3 - 19 850.16
LapanganM⁺ 72842600.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 137072200.0 300 600 540.5 832.76 3 - 19 850.16
M⁺ 80818900.0 300 600 540.5 416.38 525.07 2 - 19 566.77
Ata
p
B 1
21
TumpuanM¯ 32410800.0 1221600.0 250 400 340.5 307.94
- - 16 - - 16
2 - 19 566.77
M⁺ 16714000.0 250 400 340.5 153.97 185.88 2 - 19 566.77
LapanganM⁺ 12902600.0 250 400 340.5 297.94 141.69 2 - 19 566.77
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77
TumpuanM¯ 28007100.0 250 400 340.5 297.94 2 - 19 566.77
M⁺ 14491800.0 250 400 340.5 148.97 161.16 2 - 19 566.77
B 1
23
TumpuanM¯ 27389200.0 1018400.0 250 400 340.5 297.94
- - 16 - - 16
2 - 19 566.77
M⁺ 12225300.0 250 400 340.5 148.97 148.97 2 - 19 566.77
LapanganM⁺ 13816900.0 250 400 340.5 297.94 141.69 2 - 19 566.77
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77
TumpuanM¯ 27552200.0 250 400 340.5 297.94 2 - 19 566.77
M⁺ 15358800.0 250 400 340.5 148.97 170.81 2 - 19 566.77
B 1
25
TumpuanM¯ 26058300.0 618800.0 250 400 340.5 297.94
- - 16 - - 16
2 - 19 566.77
M⁺ 26063300.0 250 400 340.5 148.97 289.85 2 - 19 566.77
LapanganM⁺ 15364500.0 250 400 340.5 297.94 141.69 2 - 19 566.77
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77
TumpuanM¯ 29172200.0 250 400 340.5 297.94 2 - 19 566.77
Tabel 4.57 Penulangan Lentur Balok Portal 1 (Lanjutan 5)
191
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
4
B 3
5
3 71.50 - 329338.923946 10723.0760543 340062 0 174658497.64 OK 66.68 215582554.946
3 71.50 - 329338.923946 10723.0760543 340062 0 174658497.64 OK OK 66.68 215582554.95
3 71.50 - 740409.691552 -400347.691552 340062 0 199024880.82 OK OK
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.50 - 331121.280302 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.946
2 162.00 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.7
Ata
p
B 1
21
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK 53.34 88934281.1376
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK 53.34 88934281.138
2 112.00 - 550515.959356 -323807.959356 226708 0 89329640.02 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK 53.34 88934281.1376
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK 53.34 88934281.138
B 1
23
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK 53.34 88934281.1376
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK 53.34 88934281.138
2 112.00 - 685898.783118 -459190.783118 226708 0 97136205.74 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK 53.34 88934281.1376
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK 53.34 88934281.138
B 1
25
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK 53.34 88934281.1376
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK 53.34 88934281.138
2 112.00 - 685898.783118 -459190.783118 226708 0 97136205.74 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK 53.34 88934281.1376
Tabel 4.58 Penulangan Lentur Balok Portal 2
192
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs cek Spasi
badan atas /bawah pasang lap.1
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh
Base
men
t
B 6
4
TumpuanM¯ 7916200.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 3958100.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 7916200.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
B 6
5
TumpuanM¯ 7916200.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 3958100.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 7916200.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
B 6
6
TumpuanM¯ 17811400.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 8905700.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 17811400.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
B 6
7
TumpuanM¯ 17811400.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 8905700.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 17811400.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
1
B 6
8
TumpuanM¯ 228656700.0 22604300.0 300 600 539 1447.69
1 - 16 1 - 16
4 - 22 1,519.76 4
M⁺ 87043500.0 300 600 539 723.84 723.84 2 - 22 759.88 2
LapanganM⁺ 95987900.0 300 600 539 575.81 379.94 2 - 22 759.88 2
M¯ 0.0 300 600 539 287.91 379.94 379.94 2 - 22 759.88 2
TumpuanM¯ 204202800.0 300 600 539 1279.16 4 - 22 1,519.76 4
M⁺ 97617600.0 300 600 539 639.58 639.58 2 - 22 759.88 2
B 6
9
TumpuanM¯ 189417600.0 3326700.0 300 600 539 1179.13
- - 16 - - 16
4 - 22 1,519.76 4
M⁺ 72426000.0 300 600 539 589.56 589.56 2 - 22 759.88 2
LapanganM⁺ 99538100.0 300 600 539 597.91 379.94 2 - 22 759.88 2
M¯ 0.0 300 600 539 298.95 379.94 379.94 2 - 22 759.88 2
TumpuanM¯ 195856700.0 300 600 539 1222.52 4 - 22 1,519.76 4
M⁺ 96791500.0 300 600 539 611.26 632.79 2 - 22 759.88 2
B 7
0
TumpuanM¯ 146911500.0 3915900.0 300 600 539 898.78
- - 16 - - 16
3 - 22 1,139.82 3
M⁺ 56007500.0 300 600 539 449.39 449.39 2 - 22 759.88 2
LapanganM⁺ 76105900.0 300 600 539 565.95 284.96 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88 2
Tabel 4.59 Penulangan Lentur Balok Portal 2 (Lanjutan 1)
193
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
Base
men
t
B 6
4
3 71.50 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.50 - 604541.9816378 -264479.9816378 340062 0 190940752.08 OK OK
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
B 6
5
3 71.50 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.50 - 604541.9816378 -264479.9816378 340062 0 190940752.08 OK OK
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
B 6
6
3 71.50 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.50 - 740409.6915517 -400347.6915517 340062 0 199024880.82 OK OK
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
B 6
7
3 71.50 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.50 - 740409.6915517 -400347.6915517 340062 0 199024880.82 OK OK
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
1
B 6
8
4 37.33 - 471561.4154288 136342.5845712 607904 0 301902560.81 OK 119.20 364287663.9686
2 156.00 - 323578.9713504 -19626.97135042 303952 0 156815345.75 OK OK 59.60 193465745.9922
2 156.00 - 636838.3081873 -332886.3081873 303952 0 174593533.25 OK OK
2 156.00 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
4 37.33 - 471561.4154288 136342.5845712 607904 0 301902560.81 OK 119.20 364287663.9686
2 156.00 - 323578.9713504 -19626.97135042 303952 0 156815345.75 OK OK 59.60 193465745.9922
B 6
9
4 37.33 - 471561.4154288 136342.5845712 607904 0 301902560.81 OK 119.20 364287663.9686
2 156.00 - 323578.9713504 -19626.97135042 303952 0 156815345.75 OK OK 59.60 193465745.9922
2 156.00 - 636838.3081873 -332886.3081873 303952 0 174593533.25 OK OK
2 156.00 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
4 37.33 - 471561.4154288 136342.5845712 607904 0 301902560.81 OK 119.20 364287663.9686
2 156.00 - 323578.9713504 -19626.97135042 303952 0 156815345.75 OK OK 59.60 193465745.9922
B 7
0
3 67.00 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.4824
2 156.00 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK 59.60 193465745.9922
2 156.00 - 795387.3097225 -491435.3097225 303952 0 183883901.93 OK OK
2 156.00 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
Tabel 4.60 Penulangan Lentur Balok Portal 2 (Lanjutan 2)
194
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs cek Spasi
badan atas /bawah pasang lap.1
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh
1
B 7
1
TumpuanM¯ 162048200.0 3060700.0 300 600 539 997.42
- - 16 - - 16
3 - 22 1,139.82 3
M⁺ 62215200.0 300 600 539 498.71 498.71 2 - 22 759.88 2
LapanganM⁺ 90843300.0 300 600 539 565.95 284.96 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88 2
TumpuanM¯ 175140500.0 300 600 539 1083.79 3 - 22 1,139.82 3
M⁺ 80438300.0 300 600 539 541.90 541.90 2 - 22 759.88 2
2
B 7
2
TumpuanM¯ 257757700.0 29397200.0 300 600 539 1653.57
1 - 16 1 - 16
5 - 22 1,899.70 3
M⁺ 89637200.0 300 600 539 826.79 826.79 3 - 22 1,139.82 3
LapanganM⁺ 105355700.0 300 600 539 634.24 474.93 2 - 22 759.88 2
M¯ 0.0 300 600 539 317.12 474.93 474.93 2 - 22 759.88 2
TumpuanM¯ 223358200.0 300 600 539 1410.83 4 - 22 1,519.76 4
M⁺ 81749900.0 300 600 539 705.42 705.42 2 - 22 759.88 2
B 7
3
TumpuanM¯ 203091800.0 3900300.0 300 600 539 1271.60
- - 16 - - 16
4 - 22 1,519.76 4
M⁺ 74155300.0 300 600 539 635.80 635.80 2 - 22 759.88 2
LapanganM⁺ 107969800.0 300 600 539 650.62 379.94 2 - 22 759.88 2
M¯ 0.0 300 600 539 325.31 379.94 379.94 2 - 22 759.88 2
TumpuanM¯ 211657000.0 300 600 539 1330.12 4 - 22 1,519.76 4
M⁺ 81224900.0 300 600 539 665.06 665.06 2 - 22 759.88 2
B 7
4
TumpuanM¯ 163927400.0 3456700.0 300 600 539 1009.76
- - 16 - - 16
3 - 22 1,139.82 3
M⁺ 58112800.0 300 600 539 504.88 504.88 2 - 22 759.88 2
LapanganM⁺ 84937500.0 300 600 539 565.95 284.96 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88 2
TumpuanM¯ 167892400.0 300 600 539 1035.86 3 - 22 1,139.82 3
M⁺ 69646100.0 300 600 539 517.93 517.93 2 - 22 759.88 2
B 7
5
TumpuanM¯ 182223200.0 4663400.0 300 600 539 1130.93
- - 16 - - 16
3 - 22 1,139.82 3
M⁺ 64199200.0 300 600 539 565.47 565.47 2 - 22 759.88 2
LapanganM⁺ 106229100.0 300 600 539 639.71 379.94 2 - 22 759.88 2
M¯ 0.0 300 600 539 319.86 379.94 379.94 2 - 22 759.88 2
TumpuanM¯ 202379900.0 300 600 539 1266.75 4 - 22 1,519.76 4
M⁺ 80103300.0 300 600 539 633.38 633.38 2 - 22 759.88 2
3
B 7
6
TumpuanM¯ 242891800.0 27223200.0 300 600 539 1547.64
1 - 16 1 - 16
5 - 22 1,899.70 3
M⁺ 71128700.0 300 600 539 773.82 773.82 3 - 22 1,139.82 3
LapanganM⁺ 132648400.0 300 600 539 806.97 474.93 3 - 22 1,139.82 3
M¯ 0.0 300 600 539 403.48 474.93 474.93 2 - 22 759.88 2
TumpuanM¯ 257828400.0 300 600 539 1654.08 5 - 22 1,899.70 3
M⁺ 61798400.0 300 600 539 827.04 827.04 3 - 22 1,139.82 3
B 7
7
TumpuanM¯ 162534400.0 7359100.0 300 600 539 1000.61
1 - 16 1 - 16
3 - 22 1,139.82 3
M⁺ 118165600.0 300 600 539 500.31 772.53 3 - 22 1,139.82 3
LapanganM⁺ 85419900.0 300 600 539 565.95 284.96 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88 2
Tabel 4.61 Penulangan Lentur Balok Portal 2 (Lanjutan 3)
195
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
1
B 7
1
3 67.00 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.4824
2 156.00 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK 59.60 193465745.9922
2 156.00 - 795387.3097225 -491435.3097225 303952 0 183883901.93 OK OK
2 156.00 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
3 67.00 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.4824
2 156.00 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK 59.60 193465745.9922
2
B 7
2
3 67.00 2 514963.3599289 244916.6400711 759880 0 373836404.01 OK 149.00 441207187.451
3 67.00 - 438953.3257719 16974.67422811 455928 0 229597578.27 OK OK 89.40 281707183.4824
2 156.00 - 636838.3081873 -332886.3081873 303952 0 174593533.25 OK OK
2 156.00 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
4 37.33 - 471561.4154288 136342.5845712 607904 0 301902560.81 OK 119.20 364287663.9686
2 156.00 - 323578.9713504 -19626.97135042 303952 0 156815345.75 OK OK 59.60 193465745.9922
B 7
3
4 37.33 - 471561.4154288 136342.5845712 607904 0 301902560.81 OK 119.20 364287663.9686
2 156.00 - 323578.9713504 -19626.97135042 303952 0 156815345.75 OK OK 59.60 193465745.9922
2 156.00 - 636838.3081873 -332886.3081873 303952 0 174593533.25 OK OK
2 156.00 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
4 37.33 - 471561.4154288 136342.5845712 607904 0 301902560.81 OK 119.20 364287663.9686
2 156.00 - 323578.9713504 -19626.97135042 303952 0 156815345.75 OK OK 59.60 193465745.9922
B 7
4
3 67.00 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.4824
2 156.00 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK 59.60 193465745.9922
2 156.00 - 795387.3097225 -491435.3097225 303952 0 183883901.93 OK OK
2 156.00 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
3 67.00 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.4824
2 156.00 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK 59.60 193465745.9922
B 7
5
3 67.00 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.4824
2 156.00 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK 59.60 193465745.9922
2 156.00 - 795387.3097225 -491435.3097225 303952 0 183883901.93 OK OK
2 156.00 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
4 37.33 - 471561.4154288 136342.5845712 607904 0 301902560.81 OK 119.20 364287663.9686
2 156.00 - 323578.9713504 -19626.97135042 303952 0 156815345.75 OK OK 59.60 193465745.9922
3
B 7
6
3 67.00 2 514963.3599289 244916.6400711 759880 0 373836404.01 OK 149.00 441207187.451
3 67.00 - 438953.3257719 16974.67422811 455928 0 229597578.27 OK OK 89.40 281707183.4824
3 67.00 - 708764.537417 -252836.537417 455928 0 249348287.38 OK OK
2 156.00 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK
3 67.00 2 514963.3599289 244916.6400711 759880 0 373836404.01 OK 149.00 441207187.451
3 67.00 - 438953.3257719 16974.67422811 455928 0 229597578.27 OK OK 89.40 281707183.4824
B 7
7
3 67.00 - 374943.4775515 80984.52244846 455928 0 229779048.97 OK 89.40 281707183.4824
3 67.00 - 374943.4775515 80984.52244846 455928 0 229779048.97 OK OK 89.40 281707183.4824
2 156.00 - 636838.3081873 -332886.3081873 303952 0 174593533.25 OK OK
2 156.00 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
Tabel 4.62 Penulangan Lentur Balok Portal 2 (Lanjutan 4)
196
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs cek Spasi
badan atas /bawah pasang lap.1
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh
3
B 7
8
TumpuanM¯ 133824300.0 7595000.0 300 600 539 814.50
1 - 16 1 - 16
3 - 22 1,139.82 3
M⁺ 49086400.0 300 600 539 407.25 407.25 2 - 22 759.88 2
LapanganM⁺ 69443600.0 300 600 539 565.95 284.96 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88 2
TumpuanM¯ 137199500.0 300 600 539 836.15 3 - 22 1,139.82 3
M⁺ 53920200.0 300 600 539 418.07 418.07 2 - 22 759.88 2
B 7
9
TumpuanM¯ 143203400.0 3841400.0 300 600 539 874.80
- - 16 - - 16
3 - 22 1,139.82 3
M⁺ 58398400.0 300 600 539 437.40 437.40 2 - 22 759.88 2
LapanganM⁺ 82575700.0 300 600 539 565.95 284.96 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88 2
TumpuanM¯ 157835300.0 300 600 539 969.84 3 - 22 1,139.82 3
M⁺ 64551600.0 300 600 539 484.92 484.92 2 - 22 759.88 2
4
B 8
0
TumpuanM¯ 231913500.0 37257500.0 300 600 541 1465.51
2 - 16 2 - 16
6 - 19 1,700.31 4
M⁺ 48449000.0 300 600 541 732.76 732.76 3 - 19 850.16 3
LapanganM⁺ 141577400.0 300 600 541 861.65 495.92 4 - 19 1,133.54 4
M¯ 0.0 300 600 541 430.82 495.92 495.92 2 - 19 566.77 2
TumpuanM¯ 266074300.0 300 600 541 1707.61 7 - 19 1,983.70 5
M⁺ 40147600.0 300 600 541 853.80 853.80 4 - 19 1,133.54 4
B 8
1
TumpuanM¯ 138791900.0 2577100.0 300 600 541 843.78
- - 16 - - 16
3 - 19 850.16 3
M⁺ 91334000.0 300 600 541 421.89 593.39 3 - 19 850.16 3
LapanganM⁺ 80769800.0 300 600 541 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 541 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 94333700.0 300 600 541 567.52 3 - 19 850.16 3
M⁺ 93296500.0 300 600 541 283.76 606.14 3 - 19 850.16 3
B 8
2
TumpuanM¯ 80642400.0 2314000.0 300 600 541 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 33703600.0 300 600 541 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 41573300.0 300 600 541 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 541 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 82311800.0 300 600 541 567.52 3 - 19 850.16 3
M⁺ 74833400.0 300 600 541 283.76 486.18 2 - 19 566.77 2
B 8
3
TumpuanM¯ 83115500.0 5766500.0 300 600 541 567.52
1 - 16 1 - 16
3 - 19 850.16 3
M⁺ 71975200.0 300 600 541 283.76 467.61 2 - 19 566.77 2
LapanganM⁺ 50509300.0 300 600 541 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 541 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 95050800.0 300 600 541 568.30 3 - 19 850.16 3
M⁺ 65327500.0 300 600 541 284.15 424.43 2 - 19 566.77 2
Ata
p
B 1
33
TumpuanM¯ 66517100.0 13356000.0 250 400 341 658.40
1 - 16 1 - 16
3 - 19 850.16 3
M⁺ 14232000.0 250 400 341 329.20 329.20 2 - 19 566.77 2
LapanganM⁺ 37164300.0 250 400 341 355.02 212.54 2 - 19 566.77 2
M¯ 0.0 250 400 341 177.51 212.54 212.54 2 - 19 566.77 2
Tabel 4.63 Penulangan Lentur Balok Portal 2 (Lanjutan 5)
197
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
3
B 7
8
3 67.00 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.4824
2 156.00 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK 59.60 193465745.9922
2 156.00 - 795387.3097225 -491435.3097225 303952 0 183883901.93 OK OK
2 156.00 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
3 67.00 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.4824
2 156.00 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK 59.60 193465745.9922
B 7
9
3 67.00 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.4824
2 156.00 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK 59.60 193465745.9922
2 156.00 - 795387.3097225 -491435.3097225 303952 0 183883901.93 OK OK
2 156.00 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
3 67.00 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.4824
2 156.00 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK 59.60 193465745.9922
4
B 8
0
4 41.33 2 499369.9239457 180754.0760543 680124 0 337293697.93 OK 133.36 402821442.2824
3 71.50 - 384952.036416 -44890.03641602 340062 0 174851874.41 OK OK 66.68 215582554.9456
4 41.33 - 663869.959356 -210453.959356 453416 0 247223398.04 OK OK
2 162.00 - 293560.3171225 -66852.31712252 226708 0 119754354.73 OK OK
5 26.25 2 528370.636661 265107.363339 793478 0 391204850.91 OK 155.58 458935811.926
4 41.33 - 406546.4457265 46869.55427347 453416 0 229319471.28 OK OK 88.91 281144813.7922
B 8
1
3 71.50 - 329338.9239457 10723.0760543 340062 0 174658497.64 OK 66.68 215582554.9456
3 71.50 - 329338.9239457 10723.0760543 340062 0 174658497.64 OK OK 66.68 215582554.9456
3 71.50 - 604541.9816378 -264479.9816378 340062 0 190940752.08 OK OK
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.50 - 329338.9239457 10723.0760543 340062 0 174658497.64 OK 66.68 215582554.9456
3 71.50 - 329338.9239457 10723.0760543 340062 0 174658497.64 OK OK 66.68 215582554.9456
B 8
2
3 71.50 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.50 - 740409.6915517 -400347.6915517 340062 0 199024880.82 OK OK
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
B 8
3
3 71.50 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.50 - 740409.6915517 -400347.6915517 340062 0 199024880.82 OK OK
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.00 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
Ata
p
B 1
33
3 46.50 - 302270.9908189 37791.009181124 340062 0 104943228.13 OK 80.01 127732688.1847
2 112.00 - 254701.7385961 -27993.73859611 226708 0 72754009.62 OK OK 53.34 88934281.13765
2 112.00 - 550515.959356 -323807.959356 226708 0 89329640.02 OK OK
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK
Tabel 4.64 Penulangan Lentur Balok Portal 2 (Lanjutan 6)
198
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs
badan atas /bawah pasang
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm²
4
B 8
5
TumpuanM¯ 37037000.0 2859900.0 250 400 341 353.75
1 - 16 1 - 16
2 - 19 566.77
M⁺ 20223000.0 250 400 341 176.87 224.90 2 - 19 566.77
LapanganM⁺ 21161000.0 250 400 341 297.94 141.69 2 - 19 566.77
M¯ 0.0 250 400 341 148.97 141.69 148.97 2 - 19 566.77
TumpuanM¯ 26466900.0 250 400 341 297.94 2 - 19 566.77
M⁺ 20709100.0 250 400 341 148.97 230.31 2 - 19 566.77
B 8
6
TumpuanM¯ 17772900.0 945500.0 250 400 341 297.94
- - 16 - - 16
2 - 19 566.77
M⁺ 9722700.0 250 400 341 148.97 148.97 2 - 19 566.77
LapanganM⁺ 9151100.0 250 400 341 297.94 141.69 2 - 19 566.77
M¯ 0.0 250 400 341 148.97 141.69 148.97 2 - 19 566.77
TumpuanM¯ 18125800.0 250 400 341 297.94 2 - 19 566.77
M⁺ 13387800.0 250 400 341 148.97 148.97 2 - 19 566.77
B 8
7
TumpuanM¯ 20389700.0 977000.0 250 400 341 297.94
- - 16 - - 16
2 - 19 566.77
M⁺ 17350500.0 250 400 341 148.97 192.95 2 - 19 566.77
LapanganM⁺ 10485600.0 250 400 341 297.94 141.69 2 - 19 566.77
M¯ 0.0 250 400 341 148.97 141.69 148.97 2 - 19 566.77
TumpuanM¯ 19226700.0 250 400 341 297.94 2 - 19 566.77
Tabel 4.65 Penulangan Lentur Balok Portal 2 (Lanjutan 7)
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
Ata
p
B 8
5
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.13765
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.13765
2 112.00 - 550515.959356 -323807.959356 226708 0 89329640.02 OK OK
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.13765
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.13765
B 8
6
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.13765
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.13765
2 112.00 - 685898.7831176 -459190.7831176 226708 0 97136205.74 OK OK
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.13765
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.13765
B 8
7
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.13765
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.13765
2 112.00 - 685898.7831176 -459190.7831176 226708 0 97136205.74 OK OK
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK
2 112.00 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.13765
Tabel 4.66 Penulangan Lentur Balok Portal 3
199
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs
badan atas /bawah pasang
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm²
Basem
en
t
B 1
15
TumpuanM¯ 7916200.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
LapanganM⁺ 3958100.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 7916200.0 300 600 540.5 567.52 3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
B 1
16
TumpuanM¯ 7916200.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
LapanganM⁺ 3958100.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 7916200.0 300 600 540.5 567.52 3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
B 1
17
TumpuanM¯ 17811400.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
LapanganM⁺ 8905700.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 17811400.0 300 600 540.5 567.52 3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
B 1
18
TumpuanM¯ 17811400.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
LapanganM⁺ 8905700.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 17811400.0 300 600 540.5 567.52 3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
1
B 1
19
TumpuanM¯ 105320500.0 19200200.0 300 600 539 634.02
1 - 16 1 - 16
2 - 22 759.88
M⁺ 11882800.0 300 600 539 317.01 317.01 2 - 22 759.88
LapanganM⁺ 47746600.0 300 600 539 565.95 189.97 2 - 22 759.88
M¯ 0.0 300 600 539 282.97 189.97 282.97 2 - 22 759.88
TumpuanM¯ 98769000.0 300 600 539 593.12 2 - 22 759.88
M⁺ 32868500.0 300 600 539 296.56 296.56 2 - 22 759.88
B 1
20
TumpuanM¯ 102438800.0 1983200.0 300 600 539 616.00
- - 16 - - 16
2 - 22 759.88
M⁺ 47180100.0 300 600 539 308.00 308.45 2 - 22 759.88
LapanganM⁺ 48298400.0 300 600 539 565.95 189.97 2 - 22 759.88
M¯ 0.0 300 600 539 282.97 189.97 282.97 2 - 22 759.88
TumpuanM¯ 98544100.0 300 600 539 591.72 2 - 22 759.88
M⁺ 56904000.0 300 600 539 295.86 372.02 2 - 22 759.88
B 1
21
TumpuanM¯ 99586000.0 2688400.0 300 600 539 598.21
- - 16 - - 16
2 - 22 759.88
M⁺ 45925700.0 300 600 539 299.10 300.25 2 - 22 759.88
LapanganM⁺ 53095900.0 300 600 539 565.95 189.97 2 - 22 759.88
M¯ 0.0 300 600 539 282.97 189.97 282.97 2 - 22 759.88
Tabel 4.67 Penulangan Lentur Balok Portal 3 (Lanjutan 1)
200
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
Basem
en
t
B 1
15
3 71.5 - 331121.280302 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 604541.981638 -264479.981638 340062 0 190940752.08 OK OK
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.5 - 331121.280302 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
B 1
16
3 71.5 - 331121.280302 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 604541.981638 -264479.981638 340062 0 190940752.08 OK OK
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.5 - 331121.280302 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
B 1
17
3 71.5 - 331121.280302 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 740409.691552 -400347.691552 340062 0 199024880.82 OK OK
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.5 - 331121.280302 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
B 1
18
3 71.5 - 331121.280302 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 740409.691552 -400347.691552 340062 0 199024880.82 OK OK
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.5 - 331121.280302 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
1
B 1
19
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
2 156 - 795387.309723 -491435.309723 303952 0 183883901.93 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
B 1
20
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
2 156 - 636838.308187 -332886.308187 303952 0 174593533.25 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
B 1
21
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
2 156 - 636838.308187 -332886.308187 303952 0 174593533.25 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
Tabel 4.68 Penulangan Lentur Balok Portal 3 (Lanjutan 2)
201
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs
badan atas /bawah pasang
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm²
1
B 1
22
TumpuanM¯ 79699600.0 3952600.0 300 600 539 565.95
- - 16 - - 16
2 - 22 759.88
M⁺ 36766900.0 300 600 539 282.97 282.97 2 - 22 759.88
LapanganM⁺ 41811300.0 300 600 539 565.95 189.97 2 - 22 759.88
M¯ 0.0 300 600 539 282.97 189.97 282.97 2 - 22 759.88
TumpuanM¯ 82314900.0 300 600 539 565.95 2 - 22 759.88
M⁺ 51702400.0 300 600 539 282.97 338.01 2 - 22 759.88
B 1
23
TumpuanM¯ 89098200.0 3107300.0 300 600 539 565.95
- - 16 - - 16
2 - 22 759.88
M⁺ 42882900.0 300 600 539 282.97 282.97 2 - 22 759.88
LapanganM⁺ 50034200.0 300 600 539 565.95 189.97 2 - 22 759.88
M¯ 0.0 300 600 539 282.97 189.97 282.97 2 - 22 759.88
TumpuanM¯ 96411600.0 300 600 539 578.45 2 - 22 759.88
M⁺ 58748100.0 300 600 539 289.22 384.07 2 - 22 759.88
2
B 1
24
TumpuanM¯ 190373400.0 34034000.0 300 600 539 1185.55
2 - 16 2 - 16
4 - 22 1,519.76
M⁺ 89409700.0 300 600 539 592.78 592.78 2 - 22 759.88
LapanganM⁺ 71293600.0 300 600 539 565.95 379.94 2 - 22 759.88
M¯ 0.0 300 600 539 282.97 379.94 379.94 2 - 22 759.88
TumpuanM¯ 154736300.0 300 600 539 949.61 3 - 22 1,139.82
M⁺ 113731000.0 300 600 539 474.81 743.53 2 - 22 759.88
B 1
25
TumpuanM¯ 165892500.0 6072800.0 300 600 539 1022.68
1 - 16 1 - 16
3 - 22 1,139.82
M⁺ 77886300.0 300 600 539 511.34 511.34 2 - 22 759.88
LapanganM⁺ 79829100.0 300 600 539 565.95 284.96 2 - 22 759.88
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88
TumpuanM¯ 161736300.0 300 600 539 995.38 3 - 22 1,139.82
M⁺ 80103300.0 300 600 539 497.69 523.69 2 - 22 759.88
B 1
26
TumpuanM¯ 162559400.0 3885800.0 300 600 539 1000.78
- - 16 - - 16
3 - 22 1,139.82
M⁺ 76605100.0 300 600 539 500.39 500.82 2 - 22 759.88
LapanganM⁺ 84217800.0 300 600 539 565.95 284.96 2 - 22 759.88
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88
TumpuanM¯ 166476900.0 300 600 539 1026.53 3 - 22 1,139.82
M⁺ 89462600.0 300 600 539 513.26 584.88 2 - 22 759.88
B 1
27
TumpuanM¯ 124702100.0 3460700.0 300 600 539 756.29
- - 16 - - 16
2 - 22 759.88
M⁺ 58867100.0 300 600 539 378.14 384.85 2 - 22 759.88
LapanganM⁺ 63738100.0 300 600 539 565.95 284.96 2 - 22 759.88
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88
TumpuanM¯ 126551500.0 300 600 539 768.05 3 - 22 1,139.82
M⁺ 82526200.0 300 600 539 384.03 539.53 2 - 22 759.88
B 1
28
TumpuanM¯ 137245700.0 3313200.0 300 600 539 836.44
- - 16 - - 16
3 - 22 1,139.82
M⁺ 64793900.0 300 600 539 418.22 423.60 2 - 22 759.88
LapanganM⁺ 80096800.0 300 600 539 565.95 284.96 2 - 22 759.88
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88
Tabel 4.69 Penulangan Lentur Balok Portal 3 (Lanjutan 3)
202
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
1
B 1
22
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
2 156 - 795387.309723 -491435.309723 303952 0 183883901.93 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
B 1
23
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
2 156 - 795387.309723 -491435.309723 303952 0 183883901.93 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
2
B 1
24
4 37.3333333333 - 471561.415429 136342.5845712 607904 0 301902560.81 OK 119.20 364287663.969
2 156 - 323578.97135 -19626.9713504 303952 0 156815345.75 OK OK 59.60 193465745.992
2 156 - 795387.309723 -491435.309723 303952 0 183883901.93 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
3 67 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.482
2 156 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK 59.60 193465745.992
B 1
25
3 67 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.482
2 156 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK 59.60 193465745.992
2 156 - 636838.308187 -332886.308187 303952 0 174593533.25 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
3 67 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.482
2 156 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK 59.60 193465745.992
B 1
26
3 67 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.482
2 156 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK 59.60 193465745.992
2 156 - 636838.308187 -332886.308187 303952 0 174593533.25 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
3 67 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.482
2 156 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK 59.60 193465745.992
B 1
27
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
2 156 - 795387.309723 -491435.309723 303952 0 183883901.93 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
3 67 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.482
2 156 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK 59.60 193465745.992
B 1
28
3 67 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.482
2 156 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK 59.60 193465745.992
2 156 - 795387.309723 -491435.309723 303952 0 183883901.93 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
Tabel 4.70 Penulangan Lentur Balok Portal 3 (Lanjutan 4)
203
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs cek Spasi
badan atas /bawah pasang lap.1
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh
3
B 1
46
TumpuanM¯ 135755100.0 39288200.0 300 600 539 826.87
2 - 16 2 - 16
3 - 22 1,139.82 3
M⁺ 48093100.0 300 600 539 413.44 413.44 2 - 22 759.88 2
LapanganM⁺ 93897900.0 300 600 539 565.95 284.96 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88 2
TumpuanM¯ 170448900.0 300 600 539 1052.73 3 - 22 1,139.82 3
M⁺ 51710900.0 300 600 539 526.36 526.36 2 - 22 759.88 2
B 1
30
TumpuanM¯ 111641600.0 10771800.0 300 600 539 673.69
1 - 16 1 - 16
2 - 22 759.88 2
M⁺ 78910100.0 300 600 539 336.84 515.89 2 - 22 759.88 2
LapanganM⁺ 53999800.0 300 600 539 565.95 189.97 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 189.97 282.97 2 - 22 759.88 2
TumpuanM¯ 109213600.0 300 600 539 658.43 2 - 22 759.88 2
M⁺ 78036200.0 300 600 539 329.21 510.17 2 - 22 759.88 2
B 1
31
TumpuanM¯ 111539500.0 3937900.0 300 600 539 673.05
- - 16 - - 16
2 - 22 759.88 2
M⁺ 61784400.0 300 600 539 336.52 403.93 2 - 22 759.88 2
LapanganM⁺ 57707900.0 300 600 539 565.95 189.97 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 189.97 282.97 2 - 22 759.88 2
TumpuanM¯ 114123700.0 300 600 539 689.32 2 - 22 759.88 2
M⁺ 65958700.0 300 600 539 344.66 431.22 2 - 22 759.88 2
B 1
32
TumpuanM¯ 89276600.0 5222600.0 300 600 539 565.95
- - 16 - - 16
2 - 22 759.88 2
M⁺ 49194000.0 300 600 539 282.97 321.61 2 - 22 759.88 2
LapanganM⁺ 46164600.0 300 600 539 565.95 189.97 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 189.97 282.97 2 - 22 759.88 2
TumpuanM¯ 91311700.0 300 600 539 565.95 2 - 22 759.88 2
M⁺ 56596900.0 300 600 539 282.97 370.01 2 - 22 759.88 2
B 1
33
TumpuanM¯ 95061500.0 2495400.0 300 600 539 570.06
- - 16 - - 16
2 - 22 759.88 2
M⁺ 52542300.0 300 600 539 285.03 343.50 2 - 22 759.88 2
LapanganM⁺ 54609100.0 300 600 539 565.95 189.97 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 189.97 282.97 2 - 22 759.88 2
TumpuanM¯ 104499300.0 300 600 539 628.88 2 - 22 759.88 2
M⁺ 67203100.0 300 600 539 314.44 439.35 2 - 22 759.88 2
4
B 1
34
TumpuanM¯ 85596200.0 6473700.0 300 600 540.5 567.52
1 - 16 1 - 16
3 - 19 850.16 3
M⁺ 54629400.0 300 600 540.5 283.76 354.92 2 - 19 566.77 2
LapanganM⁺ 30607600.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 69342200.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 44501700.0 300 600 540.5 283.76 289.12 2 - 19 566.77 2
B 1
35
TumpuanM¯ 63319100.0 11049600.0 300 600 540.5 567.52
1 - 16 1 - 16
3 - 19 850.16 3
M⁺ 40038400.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 33769100.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
Tabel 4.71 Penulangan Lentur Balok Portal 3 (Lanjutan 5)
204
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
3
B 1
46
3 67 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.482
2 156 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK 59.60 193465745.992
2 156 - 795387.309723 -491435.309723 303952 0 183883901.93 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
3 67 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.482
2 156 - 322030.807787 -18078.8077874 303952 0 156799300.67 OK OK 59.60 193465745.992
B 1
30
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
2 156 - 636838.308187 -332886.308187 303952 0 174593533.25 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
B 1
31
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
2 156 - 636838.308187 -332886.308187 303952 0 174593533.25 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
B 1
32
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
2 156 - 795387.309723 -491435.309723 303952 0 183883901.93 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
B 1
33
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
2 156 - 795387.309723 -491435.309723 303952 0 183883901.93 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK 59.60 193465745.992
2 156 - 319585.415429 -15633.4154288 303952 0 156773190.83 OK OK 59.60 193465745.992
4
B 1
34
3 71.5 - 331121.280302 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 604541.981638 -264479.981638 340062 0 190940752.08 OK OK
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
3 71.5 - 331121.280302 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
B 1
35
3 71.5 - 331121.280302 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 604541.981638 -264479.981638 340062 0 190940752.08 OK OK
2 162 - 287887.199194 -61179.1991937 226708 0 119675519.53 OK OK
Tabel 4.72 Penulangan Lentur Balok Portal 3 (Lanjutan 6)
205
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs cek Spasi
badan atas /bawah pasang lap.1
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh
4
B 1
36
TumpuanM¯ 55027900.0 2374900.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 34703400.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 30698100.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 56821800.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 37476500.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
B 1
37
TumpuanM¯ 57068200.0 3092400.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 38223500.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 34574600.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 65122200.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 41370600.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
Ata
p
B 1
38
TumpuanM¯ 17569400.0 745800.0 250 400 340.5 297.94
- - 16 - - 16
2 - 19 566.77 2
M⁺ 14669300.0 250 400 340.5 148.97 163.14 2 - 19 566.77 2
LapanganM⁺ 7846400.0 250 400 340.5 297.94 141.69 2 - 19 566.77 2
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77 2
TumpuanM¯ 15363200.0 250 400 340.5 297.94 2 - 19 566.77 2
M⁺ 12622400.0 250 400 340.5 148.97 148.97 2 - 19 566.77 2
B 1
39
TumpuanM¯ 15226400.0 1486700.0 250 400 340.5 297.94
- - 16 - - 16
2 - 19 566.77 2
M⁺ 11882200.0 250 400 340.5 148.97 148.97 2 - 19 566.77 2
LapanganM⁺ 7847200.0 250 400 340.5 297.94 141.69 2 - 19 566.77 2
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77 2
TumpuanM¯ 15538400.0 250 400 340.5 297.94 2 - 19 566.77 2
M⁺ 12263600.0 250 400 340.5 148.97 148.97 2 - 19 566.77 2
B 1
40
TumpuanM¯ 14097100.0 1079000.0 250 400 340.5 297.94
- - 16 - - 16
2 - 19 566.77 2
M⁺ 9823700.0 250 400 340.5 148.97 148.97 2 - 19 566.77 2
LapanganM⁺ 7672000.0 250 400 340.5 297.94 141.69 2 - 19 566.77 2
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77 2
TumpuanM¯ 14569700.0 250 400 340.5 297.94 2 - 19 566.77 2
M⁺ 13517400.0 250 400 340.5 148.97 150.33 2 - 19 566.77 2
B 1
41
TumpuanM¯ 14481400.0 783600.0 250 400 340.5 297.94
- - 16 - - 16
2 - 19 566.77 2
M⁺ 10426100.0 250 400 340.5 148.97 148.97 2 - 19 566.77 2
LapanganM⁺ 7592000.0 250 400 340.5 297.94 141.69 2 - 19 566.77 2
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77 2
Tabel 4.73 Penulangan Lentur Balok Portal 3 (Lanjutan 7)
206
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
4
B 1
36
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 740409.6915517 -400347.6915517 340062 0 199024880.82 OK OK
2 162 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
B 1
37
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 740409.6915517 -400347.6915517 340062 0 199024880.82 OK OK
2 162 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.946
2 162 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
Ata
p
B 1
38
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.1376
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.1376
2 112 - 550515.959356 -323807.959356 226708 0 89329640.02 OK OK
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.1376
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.1376
B 1
39
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.1376
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.1376
2 112 - 550515.959356 -323807.959356 226708 0 89329640.02 OK OK
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.1376
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.1376
B 1
40
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.1376
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.1376
2 112 - 685898.7831176 -459190.7831176 226708 0 97136205.74 OK OK
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.1376
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.1376
B 1
41
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.1376
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.1376
2 112 - 685898.7831176 -459190.7831176 226708 0 97136205.74 OK OK
2 112 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK
Tabel 4.74 Penulangan Lentur Balok Portal 4
207
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs cek Spasi
badan atas /bawah pasang lap.1
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh
Basem
en
t
B 1
69
TumpuanM¯ 7916200.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 3958100.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 7916200.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
B 1
70
TumpuanM¯ 7916200.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 3958100.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 7916200.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
B 1
71
TumpuanM¯ 17811400.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 8905700.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 17811400.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
B 1
72
TumpuanM¯ 17811400.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
LapanganM⁺ 8905700.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 17811400.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2
1
B 1
73
TumpuanM¯ 107113000.0 19181100.0 300 600 539 645.25
1 - 16 1 - 16
2 - 22 759.88 2
M⁺ 14512200.0 300 600 539 322.63 322.63 2 - 22 759.88 2
LapanganM⁺ 48484800.0 300 600 539 565.95 189.97 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 189.97 282.97 2 - 22 759.88 2
TumpuanM¯ 100350800.0 300 600 539 602.97 2 - 22 759.88 2
M⁺ 37208900.0 300 600 539 301.49 301.49 2 - 22 759.88 2
B 1
74
TumpuanM¯ 129287400.0 1983000.0 300 600 539 785.49
- - 16 - - 16
3 - 22 1,139.82 3
M⁺ 56141900.0 300 600 539 392.75 392.75 2 - 22 759.88 2
LapanganM⁺ 61006500.0 300 600 539 565.95 284.96 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88 2
TumpuanM¯ 124437800.0 300 600 539 754.61 2 - 22 759.88 2
M⁺ 66934300.0 300 600 539 377.30 437.59 2 - 22 759.88 2
B 1
75
TumpuanM¯ 126424800.0 2659900.0 300 600 539 767.25
- - 16 - - 16
3 - 22 1,139.82 3
M⁺ 54878400.0 300 600 539 383.62 383.62 2 - 22 759.88 2
LapanganM⁺ 67372700.0 300 600 539 565.95 284.96 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88 2
Tabel 4.75 Penulangan Lentur Balok Portal 4 (Lanjutan 1)
208
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
Basem
en
t
B 1
69
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 604541.98164 -264479.98164 340062 0 190940752.08 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
B 1
70
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 604541.98164 -264479.98164 340062 0 190940752.08 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
B 1
71
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 740409.69155 -400347.69155 340062 0 199024880.82 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
B 1
72
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 740409.69155 -400347.69155 340062 0 199024880.82 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
1
B 1
73
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK 59.60 193465745.99
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK 59.60 193465745.99
2 156.00 - 795387.30972 -491435.30972 303952 0 183883901.93 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK 59.60 193465745.99
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK 59.60 193465745.99
B 1
74
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
2 156.00 - 636838.30819 -332886.30819 303952 0 174593533.25 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK 59.60 193465745.99
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK 59.60 193465745.99
B 1
75
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
2 156.00 - 636838.30819 -332886.30819 303952 0 174593533.25 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
Tabel 4.76 Penulangan Lentur Balok Portal 4 (Lanjutan 2)
209
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs cek Spasi
badan atas /bawah pasang lap.1
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh
1
B 1
76
TumpuanM¯ 101237800.0 4016800.0 300 600 539 608.51
- - 16 - - 16
2 - 22 759.88 2
M⁺ 43943200.0 300 600 539 304.25 304.25 2 - 22 759.88 2
LapanganM⁺ 53094000.0 300 600 539 565.95 189.97 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 189.97 282.97 2 - 22 759.88 2
TumpuanM¯ 104537900.0 300 600 539 629.12 2 - 22 759.88 2
M⁺ 62354000.0 300 600 539 314.56 407.65 2 - 22 759.88 2
B 1
77
TumpuanM¯ 112844500.0 3085600.0 300 600 539 681.26
- - 16 - - 16
2 - 22 759.88 2
M⁺ 48972200.0 300 600 539 340.63 340.63 2 - 22 759.88 2
LapanganM⁺ 63293600.0 300 600 539 565.95 189.97 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 189.97 282.97 2 - 22 759.88 2
TumpuanM¯ 122006300.0 300 600 539 739.17 2 - 22 759.88 2
M⁺ 67928600.0 300 600 539 369.58 444.09 2 - 22 759.88 2
2
B 1
78
TumpuanM¯ 248447300.0 34000000.0 300 600 539 1587.04
2 - 16 2 - 16
5 - 22 1,899.70 3
M⁺ 107977300.0 300 600 539 793.52 793.52 3 - 22 1,139.82 3
LapanganM⁺ 90765700.0 300 600 539 565.95 474.93 2 - 22 759.88 2
M¯ 0.0 300 600 539 282.97 474.93 474.93 2 - 22 759.88 2
TumpuanM¯ 203836700.0 300 600 539 1276.67 4 - 22 1,519.76 4
M⁺ 132298000.0 300 600 539 638.33 864.92 3 - 22 1,139.82 3
B 1
79
TumpuanM¯ 215156900.0 6545900.0 300 600 539 1354.17
1 - 16 1 - 16
4 - 22 1,519.76 4
M⁺ 93587700.0 300 600 539 677.08 677.08 2 - 22 759.88 2
LapanganM⁺ 103757600.0 300 600 539 624.24 379.94 2 - 22 759.88 2
M¯ 0.0 300 600 539 312.12 379.94 379.94 2 - 22 759.88 2
TumpuanM¯ 210062400.0 300 600 539 1319.19 4 - 22 1,519.76 4
M⁺ 115600700.0 300 600 539 659.59 755.76 2 - 22 759.88 2
B 1
80
TumpuanM¯ 212863800.0 3915700.0 300 600 539 1338.40
- - 16 - - 16
4 - 22 1,519.76 4
M⁺ 92567400.0 300 600 539 669.20 669.20 2 - 22 759.88 2
LapanganM⁺ 110326400.0 300 600 539 665.42 379.94 2 - 22 759.88 2
M¯ 0.0 300 600 539 332.71 379.94 379.94 2 - 22 759.88 2
TumpuanM¯ 218056500.0 300 600 539 1374.15 4 - 22 1,519.76 4
M⁺ 124580400.0 300 600 539 687.08 814.46 3 - 22 1,139.82 3
B 1
81
TumpuanM¯ 148271800.0 22891100.0 300 600 539 907.59
1 - 16 1 - 16
3 - 22 1,139.82 3
M⁺ 73036200.0 300 600 539 453.80 477.49 2 - 22 759.88 2
LapanganM⁺ 340216000.0 300 600 539 0.00 759.88 2 - 22 759.88 2
M¯ 0.0 300 600 539 0.00 759.88 759.88 2 - 22 759.88 2
TumpuanM¯ 448724600.0 300 600 539 3023.82 8 - 22 3,039.52 4
M⁺ 61918800.0 300 600 539 1511.91 1511.91 4 - 22 1,519.76 4
B 1
83
TumpuanM¯ 180508400.0 3208900.0 300 600 539 1119.49
- - 16 - - 16
3 - 22 1,139.82 3
M⁺ 78493600.0 300 600 539 559.75 559.75 2 - 22 759.88 2
LapanganM⁺ 105272900.0 300 600 539 633.72 379.94 2 - 22 759.88 2
M¯ 0.0 300 600 539 316.86 379.94 379.94 2 - 22 759.88 2
Tabel 4.77 Penulangan Lentur Balok Portal 4 (Lanjutan 3)
210
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
1
B 1
76
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK 59.60 193465745.99
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK 59.60 193465745.99
2 156.00 - 795387.30972 -491435.30972 303952 0 183883901.93 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK 59.60 193465745.99
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK 59.60 193465745.99
B 1
77
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK 59.60 193465745.99
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK 59.60 193465745.99
2 156.00 - 795387.30972 -491435.30972 303952 0 183883901.93 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK 59.60 193465745.99
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK 59.60 193465745.99
2
B 1
78
3 67.00 2 514963.35993 244916.640071 759880 0 373836404.01 OK 149.00 441207187.45
3 67.00 - 438953.32577 16974.6742281 455928 0 229597578.27 OK OK 89.40 281707183.48
2 156.00 - 795387.30972 -491435.30972 303952 0 183883901.93 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
4 37.33 - 438975.35993 168928.640071 607904 0 302241933.14 OK 119.20 364287663.97
3 67.00 - 366490.27662 89437.7233765 455928 0 229754971.43 OK OK 89.40 281707183.48
B 1
79
4 37.33 - 471561.41543 136342.584571 607904 0 301902560.81 OK 119.20 364287663.97
2 156.00 - 323578.97135 -19626.97135 303952 0 156815345.75 OK OK 59.60 193465745.99
2 156.00 - 636838.30819 -332886.30819 303952 0 174593533.25 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
4 37.33 - 471561.41543 136342.584571 607904 0 301902560.81 OK 119.20 364287663.97
2 156.00 - 323578.97135 -19626.97135 303952 0 156815345.75 OK OK 59.60 193465745.99
B 1
80
4 37.33 - 471561.41543 136342.584571 607904 0 301902560.81 OK 119.20 364287663.97
2 156.00 - 323578.97135 -19626.97135 303952 0 156815345.75 OK OK 59.60 193465745.99
2 156.00 - 636838.30819 -332886.30819 303952 0 174593533.25 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
4 37.33 - 438975.35993 168928.640071 607904 0 302241933.14 OK 119.20 364287663.97
3 67.00 - 366490.27662 89437.7233765 455928 0 229754971.43 OK OK 89.40 281707183.48
B 1
81
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
2 156.00 - 795387.30972 -491435.30972 303952 0 206981361.49 NOT OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
4 37.33 4 721629.4089 494178.591096 1215808 0 561106165.04 OK 238.39 638000015.87
4 37.33 - 489637.11655 118266.883451 607904 0 301642485.45 OK OK 119.20 364287663.97
B 1
83
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
2 156.00 - 795387.30972 -491435.30972 303952 0 183883901.93 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
Tabel 4.78 Penulangan Lentur Balok Portal 4 (Lanjutan 4)
211
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturbadan atas /bawah
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø
3
B 1
48
TumpuanM¯ 143550400.0 39375500.0 300 600 539 877.04
2 - 16 2 - 16
3 - 22
M⁺ 54589400.0 300 600 539 438.52 438.52 2 - 22
LapanganM⁺ 99929100.0 300 600 539 600.34 284.96 2 - 22
M¯ 0.0 300 600 539 300.17 284.96 300.17 2 - 22
TumpuanM¯ 181089000.0 300 600 539 1123.36 3 - 22
M⁺ 57315200.0 300 600 539 561.68 561.68 2 - 22
B 1
85
TumpuanM¯ 155795300.0 3797500.0 300 600 539 956.52
- - 16 - - 16
3 - 22
M⁺ 67831500.0 300 600 539 478.26 478.26 2 - 22
LapanganM⁺ 80473300.0 300 600 539 565.95 284.96 2 - 22
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22
TumpuanM¯ 159229500.0 300 600 539 978.96 3 - 22
M⁺ 92021200.0 300 600 539 489.48 601.60 2 - 22
B 1
86
TumpuanM¯ 132775500.0 2427400.0 300 600 539 807.78
- - 16 - - 16
3 - 22
M⁺ 57818100.0 300 600 539 403.89 403.89 2 - 22
LapanganM⁺ 76287500.0 300 600 539 565.95 284.96 2 - 22
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22
TumpuanM¯ 145975200.0 300 600 539 892.72 3 - 22
M⁺ 105512700.0 300 600 539 446.36 689.81 2 - 22
B 1
87
TumpuanM¯ 153962700.0 8937700.0 300 600 539 944.57
1 - 16 1 - 16
3 - 22
M⁺ 87715100.0 300 600 539 472.29 573.45 2 - 22
LapanganM⁺ 74627900.0 300 600 539 565.95 284.96 2 - 22
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22
TumpuanM¯ 150824800.0 300 600 539 924.16 3 - 22
M⁺ 82766000.0 300 600 539 462.08 541.10 2 - 22
B 1
89
TumpuanM¯ 141133900.0 30299500.0 300 600 539 861.46
1 - 16 1 - 16
3 - 22
M⁺ 61228600.0 300 600 539 430.73 430.73 2 - 22
LapanganM⁺ 326017700.0 300 600 539 2162.32 854.87 6 - 22
M¯ 0.0 300 600 539 1081.16 854.87 1081.16 3 - 22
TumpuanM¯ 464584300.0 300 600 539 3134.80 9 - 22
M⁺ 55502500.0 300 600 539 1567.40 1567.40 5 - 22
4
B 1
90
TumpuanM¯ 108979500.0 4976700.0 300 600 540.5 654.99
- - 16 - - 16
3 - 19
M⁺ 51521700.0 300 600 540.5 327.49 334.73 2 - 19
LapanganM⁺ 39194500.0 300 600 540.5 567.52 212.54 3 - 19
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19
TumpuanM¯ 88585800.0 300 600 540.5 567.52 3 - 19
M⁺ 68926900.0 300 600 540.5 283.76 447.81 2 - 19
B 1
91
TumpuanM¯ 79895900.0 6927700.0 300 600 540.5 567.52
1 - 16 1 - 16
3 - 19
M⁺ 37962200.0 300 600 540.5 283.76 283.76 2 - 19
LapanganM⁺ 42520400.0 300 600 540.5 567.52 212.54 3 - 19
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19
TumpuanM¯ 83325900.0 300 600 540.5 567.52 3 - 19
M⁺ 62857600.0 300 600 540.5 283.76 408.38 2 - 19
Tabel 4.79 Penulangan Lentur Balok Portal 4 (Lanjutan 5)212
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
3
B 1
48
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
2 156.00 - 795387.30972 -491435.30972 303952 0 183883901.93 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
B 1
85
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
2 156.00 - 636838.30819 -332886.30819 303952 0 174593533.25 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
B 1
86
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
2 156.00 - 636838.30819 -332886.30819 303952 0 174593533.25 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
B 1
87
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
2 156.00 - 795387.30972 -491435.30972 303952 0 183883901.93 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
B 1
89
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
4 37.33 2 1311297.2509 -178064.45616 911856 221376.79475 594701851.64 OK OK
3 67.00 - 425036.87256 30891.1274404 455928 0 229691708.28 OK OK
5 22.50 4 825226.39288 542557.607123 1367784 0 615027616.55 OK 268.19 692275711.34
3 67.00 2 506310.97893 253569.021069 759880 0 374001664.04 OK OK 149.00 441207187.45
4
B 1
90
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 604541.98164 -264479.98164 340062 0 190940752.08 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
B 1
91
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 604541.98164 -264479.98164 340062 0 190940752.08 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
Tabel 4.80 Penulangan Lentur Balok Portal 4 (Lanjutan 6)
213
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs cek Spasi
badan atas /bawah pasang lap.1
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh
4
B 1
92
TumpuanM¯ 102048100.0 24410000.0 300 600 540.5 611.73
1 - 16 1 - 16
3 - 19 850.16 3
M⁺ 62153600.0 300 600 540.5 305.87 403.80 2 - 19 566.77 2
LapanganM⁺ 71443700.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 65610400.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 82122500.0 300 600 540.5 283.76 533.54 2 - 19 566.77 2
B 1
94
TumpuanM¯ 139260000.0 1869400.0 300 600 540.5 846.78
- - 16 - - 16
3 - 19 850.16 3
M⁺ 34258200.0 300 600 540.5 423.39 423.39 2 - 19 566.77 2
LapanganM⁺ 43325700.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2
TumpuanM¯ 81636800.0 300 600 540.5 567.52 3 - 19 850.16 3
M⁺ 47224200.0 300 600 540.5 283.76 306.81 2 - 19 566.77 2
Ata
p
B 1
95
TumpuanM¯ 19534500.0 1126500.0 250 400 340.5 297.94
- - 16 - - 16
2 - 19 566.77 2
M⁺ 13721900.0 250 400 340.5 148.97 152.60 2 - 19 566.77 2
LapanganM⁺ 8042300.0 250 400 340.5 297.94 141.69 2 - 19 566.77 2
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77 2
TumpuanM¯ 18704300.0 250 400 340.5 297.94 2 - 19 566.77 2
M⁺ 17234600.0 250 400 340.5 148.97 191.67 2 - 19 566.77 2
B 1
96
TumpuanM¯ 40094100.0 732900.0 250 400 340.5 384.30
- - 16 - - 16
2 - 19 566.77 2
M⁺ 11210500.0 250 400 340.5 192.15 192.15 2 - 19 566.77 2
LapanganM⁺ 23779100.0 250 400 340.5 297.94 141.69 2 - 19 566.77 2
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77 2
TumpuanM¯ 45070200.0 250 400 340.5 434.51 2 - 19 566.77 2
M⁺ 11559800.0 250 400 340.5 217.26 217.26 2 - 19 566.77 2
B 1
97
TumpuanM¯ 14680900.0 1271100.0 250 400 340.5 297.94
- - 16 - - 16
2 - 19 566.77 2
M⁺ 9220200.0 250 400 340.5 148.97 148.97 2 - 19 566.77 2
LapanganM⁺ 7602600.0 250 400 340.5 297.94 141.69 2 - 19 566.77 2
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77 2
TumpuanM¯ 16226600.0 250 400 340.5 297.94 2 - 19 566.77 2
M⁺ 15030400.0 250 400 340.5 148.97 167.15 2 - 19 566.77 2
B 1
98
TumpuanM¯ 14280900.0 1113100.0 250 400 340.5 297.94
- - 16 - - 16
2 - 19 566.77 2
M⁺ 32311800.0 250 400 340.5 148.97 359.34 2 - 19 566.77 2
LapanganM⁺ 19106200.0 250 400 340.5 297.94 141.69 2 - 19 566.77 2
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77 2
Tabel 4.81 Penulangan Lentur Balok Portal 4 (Lanjutan 7)
214
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
4
B 1
92
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 740409.69155 -400347.69155 340062 0 199024880.82 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
B 1
94
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 740409.69155 -400347.69155 340062 0 199024880.82 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
Ata
p
B 1
95
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK OK 53.34 88934281.138
2 112.00 - 550515.95936 -323807.95936 226708 0 89329640.02 OK OK
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK OK
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK OK 53.34 88934281.138
B 1
96
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK OK 53.34 88934281.138
2 112.00 - 550515.95936 -323807.95936 226708 0 89329640.02 OK OK
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK OK
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK OK 53.34 88934281.138
B 1
97
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK OK 53.34 88934281.138
2 112.00 - 685898.78312 -459190.78312 226708 0 97136205.74 OK OK
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK OK
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK OK 53.34 88934281.138
B 1
98
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK OK 53.34 88934281.138
2 112.00 - 685898.78312 -459190.78312 226708 0 97136205.74 OK OK
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK OK
Tabel 4.82 Penulangan Lentur Balok Portal 5
215
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs
badan atas /bawah pasang
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm²
Base
men
t
B 2
24
TumpuanM¯ 7916200.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
LapanganM⁺ 3958100.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 7916200.0 300 600 540.5 567.52 3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
B 2
25
TumpuanM¯ 7916200.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
LapanganM⁺ 3958100.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 7916200.0 300 600 540.5 567.52 3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
B 1
34
TumpuanM¯ 17811400.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
LapanganM⁺ 8905700.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 17811400.0 300 600 540.5 567.52 3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
B 2
26
TumpuanM¯ 17811400.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
LapanganM⁺ 8905700.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 17811400.0 300 600 540.5 567.52 3 - 19 850.16
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77
1
B 2
27
TumpuanM¯ 292808900.0 15446000.0 300 600 539 1909.97
1 - 16 1 - 16
6 - 22 2,279.64
M⁺ 126926800.0 300 600 539 954.99 954.99 3 - 22 1,139.82
LapanganM⁺ 122628400.0 300 600 539 743.11 569.91 2 - 22 759.88
M¯ 0.0 300 600 539 371.56 569.91 569.91 2 - 22 759.88
TumpuanM¯ 261107500.0 300 600 539 1677.66 5 - 22 1,899.70
M⁺ 131989900.0 300 600 539 838.83 862.90 3 - 22 1,139.82
B 2
28
TumpuanM¯ 244294800.0 2652800.0 300 600 539 1557.57
- - 16 - - 16
5 - 22 1,899.70
M⁺ 105882400.0 300 600 539 778.79 778.79 3 - 22 1,139.82
LapanganM⁺ 128745100.0 300 600 539 782.03 474.93 3 - 22 1,139.82
M¯ 0.0 300 600 539 391.02 474.93 474.93 2 - 22 759.88
TumpuanM¯ 253091800.0 300 600 539 1620.15 5 - 22 1,899.70
M⁺ 121417100.0 300 600 539 810.08 810.08 3 - 22 1,139.82
B 2
29
TumpuanM¯ 188614800.0 4020400.0 300 600 539 1173.73
- - 16 - - 16
4 - 22 1,519.76
M⁺ 81750500.0 300 600 539 586.87 586.87 2 - 22 759.88
LapanganM⁺ 97410300.0 300 600 539 584.66 379.94 2 - 22 759.88
M¯ 0.0 300 600 539 292.33 379.94 379.94 2 - 22 759.88
Tabel 4.83 Penulangan Lentur Balok Portal 5 (Lanjutan 1)
216
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
Base
men
t
B 2
24
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 604541.98164 -264479.98164 340062 0 190940752.08 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
B 2
25
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 604541.98164 -264479.98164 340062 0 190940752.08 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
B 1
34
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 740409.69155 -400347.69155 340062 0 199024880.82 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
B 2
26
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 740409.69155 -400347.69155 340062 0 199024880.82 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
1
B 2
27
4 37.33 2 602907.47755 308948.522448 911856 0 444134922.05 OK 178.80 512465753.93
3 67.00 - 425036.87256 30891.1274404 455928 0 229691708.28 OK OK 89.40 281707183.48
2 156.00 - 636838.30819 -332886.30819 303952 0 174593533.25 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
3 67.00 2 514963.35993 244916.640071 759880 0 373836404.01 OK 149.00 441207187.45
3 67.00 - 438953.32577 16974.6742281 455928 0 229597578.27 OK OK 89.40 281707183.48
B 2
28
3 67.00 2 514963.35993 244916.640071 759880 0 373836404.01 OK 149.00 441207187.45
3 67.00 - 438953.32577 16974.6742281 455928 0 229597578.27 OK OK 89.40 281707183.48
3 67.00 - 708764.53742 -252836.53742 455928 0 249348287.38 OK OK
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK
3 67.00 2 514963.35993 244916.640071 759880 0 373836404.01 OK 149.00 441207187.45
3 67.00 - 438953.32577 16974.6742281 455928 0 229597578.27 OK OK 89.40 281707183.48
B 2
29
4 37.33 - 471561.41543 136342.584571 607904 0 301902560.81 OK 119.20 364287663.97
2 156.00 - 323578.97135 -19626.97135 303952 0 156815345.75 OK OK 59.60 193465745.99
2 156.00 - 795387.30972 -491435.30972 303952 0 183883901.93 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
Tabel 4.84 Penulangan Lentur Balok Portal 5 (Lanjutan 2)
217
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs
badan atas /bawah pasang
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm²
1
B 2
30
TumpuanM¯ 208596200.0 3116300.0 300 600 539 1309.15
- - 16 - - 16
4 - 22 1,519.76
M⁺ 90407700.0 300 600 539 654.57 654.57 2 - 22 759.88
LapanganM⁺ 117251700.0 300 600 539 709.06 379.94 2 - 22 759.88
M¯ 0.0 300 600 539 354.53 379.94 379.94 2 - 22 759.88
TumpuanM¯ 225867700.0 300 600 539 1428.26 4 - 22 1,519.76
M⁺ 108935500.0 300 600 539 714.13 714.13 2 - 22 759.88
2
B 2
31
TumpuanM¯ 284414600.0 18364900.0 300 600 539 1847.68
1 - 16 1 - 16
5 - 22 1,899.70
M⁺ 123366800.0 300 600 539 923.84 923.84 3 - 22 1,139.82
LapanganM⁺ 113830800.0 300 600 539 687.47 474.93 2 - 22 759.88
M¯ 0.0 300 600 539 343.74 474.93 474.93 2 - 22 759.88
TumpuanM¯ 246579200.0 300 600 539 1573.77 5 - 22 1,899.70
M⁺ 120941300.0 300 600 539 786.88 790.67 3 - 22 1,139.82
B 2
32
TumpuanM¯ 228521100.0 4731900.0 300 600 539 1446.74
- - 16 - - 16
4 - 22 1,519.76
M⁺ 99087500.0 300 600 539 723.37 723.37 2 - 22 759.88
LapanganM⁺ 121390200.0 300 600 539 735.26 379.94 2 - 22 759.88
M¯ 0.0 300 600 539 367.63 379.94 379.94 2 - 22 759.88
TumpuanM¯ 238027300.0 300 600 539 1513.33 4 - 22 1,519.76
M⁺ 122323900.0 300 600 539 756.66 799.71 3 - 22 1,139.82
B 2
33
TumpuanM¯ 154872500.0 22966800.0 300 600 539 950.50
1 - 16 1 - 16
3 - 22 1,139.82
M⁺ 70319800.0 300 600 539 475.25 475.25 2 - 22 759.88
LapanganM⁺ 393562400.0 300 600 539 0.00 284.96 2 - 22 759.88
M¯ 0.0 300 600 539 0.00 284.96 284.96 2 - 22 759.88
TumpuanM¯ 56395900.0 300 600 539 565.95 2 - 22 759.88
M⁺ 103684900.0 300 600 539 282.97 677.86 2 - 22 759.88
B 2
35
TumpuanM¯ 202168800.0 3576000.0 300 600 539 1265.32
- - 16 - - 16
4 - 22 1,519.76
M⁺ 87672700.0 300 600 539 632.66 632.66 2 - 22 759.88
LapanganM⁺ 117787400.0 300 600 539 712.45 379.94 2 - 22 759.88
M¯ 0.0 300 600 539 356.22 379.94 379.94 2 - 22 759.88
TumpuanM¯ 224439500.0 300 600 539 1418.34 4 - 22 1,519.76
M⁺ 105951500.0 300 600 539 709.17 709.17 2 - 22 759.88
3
B 2
36
TumpuanM¯ 197571400.0 15716900.0 300 600 539 1234.12
1 - 16 1 - 16
4 - 22 1,519.76
M⁺ 85777900.0 300 600 539 617.06 617.06 2 - 22 759.88
LapanganM⁺ 80382300.0 300 600 539 565.95 379.94 2 - 22 759.88
M¯ 0.0 300 600 539 282.97 379.94 379.94 2 - 22 759.88
TumpuanM¯ 173033500.0 300 600 539 1069.83 3 - 22 1,139.82
M⁺ 91748600.0 300 600 539 534.91 599.82 2 - 22 759.88
B 2
37
TumpuanM¯ 164711700.0 4139800.0 300 600 539 1014.92
- - 16 - - 16
3 - 22 1,139.82
M⁺ 71451800.0 300 600 539 507.46 507.46 2 - 22 759.88
LapanganM⁺ 86156100.0 300 600 539 565.95 284.96 2 - 22 759.88
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88
Tabel 4.85 Penulangan Lentur Balok Portal 5 (Lanjutan 3)
218
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
1
B 2
30
4 37.33 - 471561.41543 136342.584571 607904 0 301902560.81 OK 119.20 364287663.97
2 156.00 - 323578.97135 -19626.97135 303952 0 156815345.75 OK OK 59.60 193465745.99
2 156.00 - 795387.30972 -491435.30972 303952 0 183883901.93 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
4 37.33 - 471561.41543 136342.584571 607904 0 301902560.81 OK 119.20 364287663.97
2 156.00 - 323578.97135 -19626.97135 303952 0 156815345.75 OK OK 59.60 193465745.99
2
B 2
31
3 67.00 2 514963.35993 244916.640071 759880 0 373836404.01 OK 149.00 441207187.45
3 67.00 - 438953.32577 16974.6742281 455928 0 229597578.27 OK OK 89.40 281707183.48
2 156.00 - 636838.30819 -332886.30819 303952 0 174593533.25 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
3 67.00 2 514963.35993 244916.640071 759880 0 373836404.01 OK 149.00 441207187.45
3 67.00 - 438953.32577 16974.6742281 455928 0 229597578.27 OK OK 89.40 281707183.48
B 2
32
4 37.33 - 471561.41543 136342.584571 607904 0 301902560.81 OK 119.20 364287663.97
2 156.00 - 323578.97135 -19626.97135 303952 0 156815345.75 OK OK 59.60 193465745.99
2 156.00 - 636838.30819 -332886.30819 303952 0 174593533.25 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
4 37.33 - 438975.35993 168928.640071 607904 0 302241933.14 OK 119.20 364287663.97
3 67.00 - 366490.27662 89437.7233765 455928 0 229754971.43 OK OK 89.40 281707183.48
B 2
33
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
2 156.00 - 795387.30972 -491435.30972 303952 0 206981361.49 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK 59.60 193465745.99
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK 59.60 193465745.99
B 2
35
4 37.33 - 471561.41543 136342.584571 607904 0 301902560.81 OK 119.20 364287663.97
2 156.00 - 323578.97135 -19626.97135 303952 0 156815345.75 OK OK 59.60 193465745.99
2 156.00 - 795387.30972 -491435.30972 303952 0 183883901.93 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
4 37.33 - 471561.41543 136342.584571 607904 0 301902560.81 OK 119.20 364287663.97
2 156.00 - 323578.97135 -19626.97135 303952 0 156815345.75 OK OK 59.60 193465745.99
3
B 2
36
4 37.33 - 471561.41543 136342.584571 607904 0 301902560.81 OK 119.20 364287663.97
2 156.00 - 323578.97135 -19626.97135 303952 0 156815345.75 OK OK 59.60 193465745.99
2 156.00 - 636838.30819 -332886.30819 303952 0 174593533.25 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
B 2
37
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
2 156.00 - 636838.30819 -332886.30819 303952 0 174593533.25 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
Tabel 4.86 Penulangan Lentur Balok Portal 5 (Lanjutan 4)
219
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs
badan atas /bawah pasang
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm²
3
B 2
38
Tumpuan
M¯ 134267400.0 30550500.0 300 600 539 817.34
2 - 16 2 - 16
3 - 22 1,139.82
M⁺ 61655700.0 300 600 539 408.67 408.67 2 - 22 759.88
LapanganM⁺ 378972300.0 300 600 539 0.00 284.96 2 - 22 759.88
M¯ 0.0 300 600 539 0.00 284.96 284.96 2 - 22 759.88
TumpuanM¯ 54654900.0 300 600 539 565.95 2 - 22 759.88
M⁺ 96914100.0 300 600 539 282.97 633.59 2 - 22 759.88
B 2
40
TumpuanM¯ 142292900.0 3487900.0 300 600 539 868.93
- - 16 - - 16
3 - 22 1,139.82
M⁺ 61736500.0 300 600 539 434.46 434.46 2 - 22 759.88
LapanganM⁺ 81910800.0 300 600 539 565.95 284.96 2 - 22 759.88
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88
TumpuanM¯ 156645400.0 300 600 539 962.07 3 - 22 1,139.82
M⁺ 77413900.0 300 600 539 481.03 506.11 2 - 22 759.88
4
B 2
41
TumpuanM¯ 148004200.0 22152800.0 300 600 540.5 903.05
1 - 16 1 - 16
4 - 19 1,133.54
M⁺ 47423600.0 300 600 540.5 451.52 451.52 2 - 19 566.77
LapanganM⁺ 86116000.0 300 600 540.5 567.52 283.39 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 283.39 283.76 2 - 19 566.77
TumpuanM¯ 164156100.0 300 600 540.5 1008.08 4 - 19 1,133.54
M⁺ 55439500.0 300 600 540.5 504.04 504.04 2 - 19 566.77
B 2
42
TumpuanM¯ 88083700.0 6014900.0 300 600 540.5 567.52
1 - 16 1 - 16
3 - 19 850.16
M⁺ 49163800.0 300 600 540.5 283.76 319.41 2 - 19 566.77
LapanganM⁺ 45601600.0 300 600 540.5 567.52 212.54 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77
TumpuanM¯ 113402400.0 300 600 540.5 682.71 3 - 19 850.16
M⁺ 113402400.0 300 600 540.5 341.36 736.76 3 - 19 850.16
B 2
43
TumpuanM¯ 104693400.0 24575000.0 300 600 540.5 628.21
1 - 16 1 - 16
3 - 19 850.16
M⁺ 56137400.0 300 600 540.5 314.11 364.72 2 - 19 566.77
LapanganM⁺ 334293700.0 300 600 540.5 0.00 212.54 2 - 19 566.77
M¯ 0.0 300 600 540.5 0.00 212.54 212.54 2 - 19 566.77
TumpuanM¯ 83655400.0 300 600 540.5 567.52 3 - 19 850.16
M⁺ 58731500.0 300 600 540.5 283.76 381.57 2 - 19 566.77
B 2
45
TumpuanM¯ 159999300.0 5972500.0 300 600 540.5 980.91
1 - 16 1 - 16
4 - 19 1,133.54
M⁺ 33714700.0 300 600 540.5 490.46 490.46 2 - 19 566.77
LapanganM⁺ 47224200.0 300 600 540.5 567.52 283.39 3 - 19 850.16
M¯ 0.0 300 600 540.5 283.76 283.39 283.76 2 - 19 566.77
TumpuanM¯ 88855300.0 300 600 540.5 567.52 3 - 19 850.16
M⁺ 46652600.0 300 600 540.5 283.76 303.10 2 - 19 566.77
Ata
p
B 1
36
TumpuanM¯ 39032000.0 14298400.0 250 400 340.5 373.66
1 - 16 1 - 16
2 - 19 566.77
M⁺ 13739000.0 250 400 340.5 186.83 186.83 2 - 19 566.77
LapanganM⁺ 17422200.0 250 400 340.5 297.94 141.69 2 - 19 566.77
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77
TumpuanM¯ 11573500.0 250 400 340.5 297.94 2 - 19 566.77
Tabel 4.87 Penulangan Lentur Balok Portal 5 (Lanjutan 5)
220
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
3
B 2
38
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
2 156.00 - 795387.30972 -491435.30972 303952 0 206981361.49 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK 59.60 193465745.99
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK 59.60 193465745.99
B 2
40
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
2 156.00 - 795387.30972 -491435.30972 303952 0 183883901.93 OK OK
2 156.00 - 319585.41543 -15633.415429 303952 0 156773190.83 OK OK
3 67.00 - 388206.3251 67721.674897 455928 0 229794236.43 OK 89.40 281707183.48
2 156.00 - 322030.80779 -18078.807787 303952 0 156799300.67 OK OK 59.60 193465745.99
4
B 2
41
4 41.33 - 392613.87591 60802.1240876 453416 0 229363766.28 OK 88.91 281144813.79
2 162.00 - 293560.31712 -66852.317123 226708 0 119754354.73 OK OK 44.45 146870999.7
3 71.50 - 604541.98164 -264479.98164 340062 0 190940752.08 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
4 41.33 - 392613.87591 60802.1240876 453416 0 229363766.28 OK 88.91 281144813.79
2 162.00 - 293560.31712 -66852.317123 226708 0 119754354.73 OK OK 44.45 146870999.7
B 2
42
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
3 71.50 - 604541.98164 -264479.98164 340062 0 190940752.08 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
3 71.50 - 329338.92395 10723.0760543 340062 0 174658497.64 OK 66.68 215582554.95
3 71.50 - 329338.92395 10723.0760543 340062 0 174658497.64 OK OK 66.68 215582554.95
B 2
43
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
2 162.00 - 685898.78312 -459190.78312 226708 0 162682200.20 OK OK
2 162.00 - 279259.87591 -52551.875912 226708 0 119545955.46 OK OK
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
B 2
45
4 41.33 - 392613.87591 60802.1240876 453416 0 229363766.28 OK 88.91 281144813.79
2 162.00 - 293560.31712 -66852.317123 226708 0 119754354.73 OK OK 44.45 146870999.7
3 71.50 - 740409.69155 -400347.69155 340062 0 199024880.82 OK OK
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK
3 71.50 - 331121.2803 8940.71969813 340062 0 174672220.35 OK 66.68 215582554.95
2 162.00 - 287887.19919 -61179.199194 226708 0 119675519.53 OK OK 44.45 146870999.7
Ata
p
B 1
36
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK OK 53.34 88934281.138
2 112.00 - 550515.95936 -323807.95936 226708 0 89329640.02 OK OK
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK OK
2 112.00 - 250861.6711 -24153.671096 226708 0 72708245.38 OK 53.34 88934281.138
Tabel 4.88 Penulangan Lentur Balok Portal 5 (Lanjutan 6)
221
Tin
gk
at
Balo
k
Momen Mu Tu
b h d As 0,5 As 0,25 As As'tulangan torsi
tulangan lenturAs
badan atas /bawah pasang
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm²
Ata
p
B 2
47
Tumpuan
M¯ 19277900.0 2457200.0 250 400 340.5 297.94
1 - 16 1 - 16
2 - 19 566.77
M⁺ 10853000.0 250 400 340.5 148.97 148.97 2 - 19 566.77
LapanganM⁺ 12605100.0 250 400 340.5 297.94 141.69 2 - 19 566.77
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77
TumpuanM¯ 19540900.0 250 400 340.5 297.94 2 - 19 566.77
M⁺ 11693900.0 250 400 340.5 148.97 148.97 2 - 19 566.77
B 2
48
TumpuanM¯ 16801200.0 1178800.0 250 400 340.5 297.94
- - 16 - - 16
2 - 19 566.77
M⁺ 9023800.0 250 400 340.5 148.97 148.97 2 - 19 566.77
LapanganM⁺ 8682600.0 250 400 340.5 297.94 141.69 2 - 19 566.77
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77
TumpuanM¯ 17177200.0 250 400 340.5 297.94 2 - 19 566.77
M⁺ 18009000.0 250 400 340.5 148.97 200.28 2 - 19 566.77
B 2
49
TumpuanM¯ 16301100.0 1309000.0 250 400 340.5 297.94
- - 16 - - 16
2 - 19 566.77
M⁺ 24107300.0 250 400 340.5 148.97 268.10 2 - 19 566.77
LapanganM⁺ 14511400.0 250 400 340.5 297.94 141.69 2 - 19 566.77
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77
TumpuanM¯ 18242200.0 250 400 340.5 297.94 2 - 19 566.77
M⁺ 14695700.0 250 400 340.5 148.97 163.43 2 - 19 566.77
Tabel 4.89 Penulangan Lentur Balok Portal 5 (Lanjutan 7)
Tin
gk
at
Balo
k
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
Ata
p
B 2
47
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK 53.34 88934281.138
2 112.00 - 550515.959356 -323807.959356 226708 0 89329640.02 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK 53.34 88934281.138
B 2
48
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK 53.34 88934281.138
2 112.00 - 685898.783118 -459190.783118 226708 0 97136205.74 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK 53.34 88934281.138
B 2
49
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK 53.34 88934281.138
2 112.00 - 685898.783118 -459190.783118 226708 0 97136205.74 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK 53.34 88934281.138
2 112.00 - 250861.671096 -24153.6710962 226708 0 72708245.38 OK OK 53.34 88934281.138
222
Tabel 4.90 Penulangan Lentur Balok Portal 6T
ing
ka
t
Ba
lok
Momen Mu
Tu b h d As 0,5 As 0,25 As As'
tulangan torsitulangan lentur
As cek Spasi
badan atas /bawah pasang lap.1 jarak
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh mm
Ba
se
me
nt
B 2
70
TumpuanM¯ 7916200.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3 71.5
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2 162.0
LapanganM⁺ 3958100.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3 71.5
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2 162.0
TumpuanM¯ 7916200.0 300 600 540.5 567.52 3 - 19 850.16 3 71.5
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2 162.0
B 2
71
TumpuanM¯ 17811400.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3 71.5
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2 162.0
LapanganM⁺ 8905700.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3 71.5
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2 162.0
TumpuanM¯ 17811400.0 300 600 540.5 567.52 3 - 19 850.16 3 71.5
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2 162.0
B 2
72
TumpuanM¯ 17811400.0 0.0 300 600 540.5 567.52
- - 16 - - 16
3 - 19 850.16 3 71.5
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2 162.0
LapanganM⁺ 8905700.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3 71.5
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2 162.0
TumpuanM¯ 17811400.0 300 600 540.5 567.52 3 - 19 850.16 3 71.5
M⁺ 0.0 300 600 540.5 283.76 283.76 2 - 19 566.77 2 162.0
1
B 2
73
TumpuanM¯ 240119300.0 5241400.0 300 600 539 1528.07
- - 16 - - 16
5 - 22 1,899.70 3 67.0
M⁺ 105860800.0 300 600 539 764.03 764.03 3 - 22 1,139.82 3 67.0
LapanganM⁺ 125281400.0 300 600 539 759.97 474.93 3 - 22 1,139.82 3 67.0
M¯ 0.0 300 600 539 379.98 474.93 474.93 2 - 22 759.88 2 156.0
TumpuanM¯ 247081600.0 300 600 539 1577.34 5 - 22 1,899.70 3 67.0
M⁺ 161636300.0 300 600 539 788.67 1056.72 3 - 22 1,139.82 3 67.0
B 2
74
TumpuanM¯ 375314800.0 3498700.0 300 600 539 2510.12
- - 16 - - 16
7 - 22 2,659.58 4 37.3
M⁺ 165398900.0 300 600 539 1255.06 1255.06 4 - 22 1,519.76 4 37.3
LapanganM⁺ 164652700.0 300 600 539 1014.53 664.90 3 - 22 1,139.82 3 67.0
M¯ 0.0 300 600 539 507.26 664.90 664.90 2 - 22 759.88 2 156.0
TumpuanM¯ 344641900.0 300 600 539 2295.49 7 - 22 2,659.58 4 37.3
M⁺ 179588800.0 300 600 539 1147.74 1174.09 4 - 22 1,519.76 4 37.3
B 2
75
TumpuanM¯ 268717700.0 4091400.0 300 600 539 1732.71
- - 16 - - 16
5 - 22 1,899.70 3 67.0
M⁺ 118434700.0 300 600 539 866.36 866.36 3 - 22 1,139.82 3 67.0
LapanganM⁺ 150976800.0 300 600 539 925.15 474.93 3 - 22 1,139.82 3 67.0
M¯ 0.0 300 600 539 462.57 474.93 474.93 2 - 22 759.88 2 156.0
TumpuanM¯ 290875000.0 300 600 539 1895.57 5 - 22 1,899.70 3 67.0
M⁺ 171773800.0 300 600 539 947.78 1123.00 3 - 22 1,139.82 3 67.0
2
B 2
76
TumpuanM¯ 352907000.0 6250800.0 300 600 539 2353.32
1 - 16 1 - 16
7 - 22 2,659.58 4 37.3
M⁺ 156404900.0 300 600 539 1176.66 1176.66 4 - 22 1,519.76 4 37.3
LapanganM⁺ 148278700.0 300 600 539 907.64 664.90 3 - 22 1,139.82 3 67.0
M¯ 0.0 300 600 539 453.82 664.90 664.90 2 - 22 759.88 2 156.0
TumpuanM¯ 315340600.0 300 600 539 2080.12 6 - 22 2,279.64 4 37.3
223
Tabel 4.91 Penulangan Lentur Balok Portal 6 (Lanjutan 1)T
ing
ka
t
Ba
lok
cek Spasi Besarnya Gaya-gaya dalam Mn
Cek Cek Kapasitasa¯ Mpr¯ a⁺ Mpr⁺
lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
Ba
se
me
nt
B 2
70
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 604541.9816378 -264479.9816378 340062 0 190940752.08 OK OK
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
B 2
71
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 740409.6915517 -400347.6915517 340062 0 199024880.82 OK OK
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
B 2
72
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 740409.6915517 -400347.6915517 340062 0 199024880.82 OK OK
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
1
B 2
73
3 67.0 2 514963.3599289 244916.6400711 759880 0 373836404.01 OK 149.00 441207187.451
3 67.0 - 438953.3257719 16974.67422811 455928 0 229597578.27 OK OK 89.40 281707183.4824
3 67.0 - 708764.537417 -252836.537417 455928 0 249348287.38 OK OK
2 156.0 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK
3 67.0 2 514963.3599289 244916.6400711 759880 0 373836404.01 OK 149.00 441207187.451
3 67.0 - 438953.3257719 16974.67422811 455928 0 229597578.27 OK OK 89.40 281707183.4824
B 2
74
4 37.3 3 630228.4512881 433603.5487119 1063832 0 495424272.52 OK 208.59 578063363.4039
4 37.3 - 478496.6030121 129407.3969879 607904 0 301808836.23 OK OK 119.20 364287663.9686
3 67.0 - 868055.7322258 -412127.7322258 455928 0 259065050.27 OK OK
2 156.0 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK
4 37.3 3 630228.4512881 433603.5487119 1063832 0 495424272.52 OK 208.59 578063363.4039
4 37.3 - 478496.6030121 129407.3969879 607904 0 301808836.23 OK OK 119.20 364287663.9686
B 2
75
3 67.0 2 514963.3599289 244916.6400711 759880 0 373836404.01 OK 149.00 441207187.451
3 67.0 - 438953.3257719 16974.67422811 455928 0 229597578.27 OK OK 89.40 281707183.4824
3 67.0 - 868055.7322258 -412127.7322258 455928 0 259065050.27 OK OK
2 156.0 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK
3 67.0 2 514963.3599289 244916.6400711 759880 0 373836404.01 OK 149.00 441207187.451
3 67.0 - 438953.3257719 16974.67422811 455928 0 229597578.27 OK OK 89.40 281707183.4824
2
B 2
76
4 37.3 3 630228.4512881 433603.5487119 1063832 0 495424272.52 OK 208.59 578063363.4039
4 37.3 - 478496.6030121 129407.3969879 607904 0 301808836.23 OK OK 119.20 364287663.9686
3 67.0 - 708764.537417 -252836.537417 455928 0 249348287.38 OK OK
2 156.0 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK
4 37.3 2 602907.4775515 308948.5224485 911856 0 444134922.05 OK 178.80 512465753.9294
224
Tabel 4.92 Penulangan Lentur Balok Portal 6 (Lanjutan 2)T
ing
ka
t
Ba
lok
Momen Mu
Tu b h d As 0,5 As 0,25 As As'
tulangan torsitulangan lentur
As cek Spasi
badan atas /bawah pasang lap.1 jarak
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh mm
2
B 2
77
TumpuanM¯ 229066500.0 4861500.0 300 600 539 1450.54
- - 16 - - 16
4 - 22 1,519.76 4 37.3
M⁺ 101534900.0 300 600 539 725.27 725.27 2 - 22 759.88 2 156.0
LapanganM⁺ 119505400.0 300 600 539 723.32 379.94 2 - 22 759.88 2 156.0
M¯ 0.0 300 600 539 361.66 379.94 379.94 2 - 22 759.88 2 156.0
TumpuanM¯ 235696000.0 300 600 539 1496.94 4 - 22 1,519.76 4 37.3
M⁺ 157090600.0 300 600 539 748.47 1027.00 3 - 22 1,139.82 3 67.0
B 2
78
TumpuanM¯ 256594200.0 4701800.0 300 600 539 1645.22
- - 16 - - 16
5 - 22 1,899.70 3 67.0
M⁺ 113728900.0 300 600 539 822.61 822.61 3 - 22 1,139.82 3 67.0
LapanganM⁺ 149178700.0 300 600 539 913.47 474.93 3 - 22 1,139.82 3 67.0
M¯ 0.0 300 600 539 456.74 474.93 474.93 2 - 22 759.88 2 156.0
TumpuanM¯ 284436400.0 300 600 539 1847.84 5 - 22 1,899.70 3 67.0
M⁺ 168509300.0 300 600 539 923.92 1101.66 3 - 22 1,139.82 3 67.0
3
B 2
79
TumpuanM¯ 235223700.0 5426000.0 300 600 539 1493.62
- - 16 - - 16
4 - 22 1,519.76 4 37.3
M⁺ 104786500.0 300 600 539 746.81 746.81 2 - 22 759.88 2 156.0
LapanganM⁺ 99038700.0 300 600 539 594.80 379.94 2 - 22 759.88 2 156.0
M¯ 0.0 300 600 539 297.40 379.94 379.94 2 - 22 759.88 2 156.0
TumpuanM¯ 210459500.0 300 600 539 1321.91 4 - 22 1,519.76 4 37.3
M⁺ 120108300.0 300 600 539 660.95 785.23 3 - 22 1,139.82 3 67.0
B 2
80
TumpuanM¯ 168499900.0 4851000.0 300 600 539 1039.86
- - 16 - - 16
3 - 22 1,139.82 3 67.0
M⁺ 75029000.0 300 600 539 519.93 519.93 2 - 22 759.88 2 156.0
LapanganM⁺ 86838600.0 300 600 539 565.95 284.96 2 - 22 759.88 2 156.0
M¯ 0.0 300 600 539 282.97 284.96 284.96 2 - 22 759.88 2 156.0
TumpuanM¯ 171951500.0 300 600 539 1062.66 3 - 22 1,139.82 3 67.0
M⁺ 128301800.0 300 600 539 531.33 838.79 3 - 22 1,139.82 3 67.0
B 2
81
TumpuanM¯ 177292000.0 3457300.0 300 600 539 1098.08
- - 16 - - 16
3 - 22 1,139.82 3 67.0
M⁺ 78969400.0 300 600 539 549.04 549.04 2 - 22 759.88 2 156.0
LapanganM⁺ 101987500.0 300 600 539 613.19 379.94 2 - 22 759.88 2 156.0
M¯ 0.0 300 600 539 306.59 379.94 379.94 2 - 22 759.88 2 156.0
TumpuanM¯ 195080700.0 300 600 539 1217.28 4 - 22 1,519.76 4 37.3
M⁺ 130859800.0 300 600 539 608.64 855.52 3 - 22 1,139.82 3 67.0
4
B 2
82
TumpuanM¯ 122610700.0 9423700.0 300 600 540.5 740.74
1 - 16 1 - 16
3 - 19 850.16 3 71.5
M⁺ 54856100.0 300 600 540.5 370.37 370.37 2 - 19 566.77 2 162.0
LapanganM⁺ 46954000.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3 71.5
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2 162.0
TumpuanM¯ 103475600.0 300 600 540.5 620.62 3 - 19 850.16 3 71.5
M⁺ 75099000.0 300 600 540.5 310.31 487.91 2 - 19 566.77 2 162.0
B 2
83
TumpuanM¯ 97718100.0 3522000.0 300 600 540.5 584.83
- - 16 - - 16
3 - 19 850.16 3 71.5
M⁺ 43641400.0 300 600 540.5 292.41 292.41 2 - 19 566.77 2 162.0
LapanganM⁺ 49167400.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3 71.5
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2 162.0
TumpuanM¯ 98129200.0 300 600 540.5 587.38 3 - 19 850.16 3 71.5
225
Tabel 4.93 Penulangan Lentur Balok Portal 6 (Lanjutan 3)T
ing
ka
t
Ba
lok
cek Spasi Besarnya Gaya-gaya dalam
Mn Cek Cek Kapasitas
a¯ Mpr¯ a⁺ Mpr⁺lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
2
B 2
77
4 37.3 - 471561.4154288 136342.5845712 607904 0 301902560.81 OK 119.20 364287663.9686
2 156.0 - 323578.9713504 -19626.97135042 303952 0 156815345.75 OK OK 59.60 193465745.9922
2 156.0 - 795387.3097225 -491435.3097225 303952 0 183883901.93 OK OK
2 156.0 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
4 37.3 - 438975.3599289 168928.6400711 607904 0 302241933.14 OK 119.20 364287663.9686
3 67.0 - 366490.2766235 89437.72337647 455928 0 229754971.43 OK OK 89.40 281707183.4824
B 2
78
3 67.0 2 514963.3599289 244916.6400711 759880 0 373836404.01 OK 149.00 441207187.451
3 67.0 - 438953.3257719 16974.67422811 455928 0 229597578.27 OK OK 89.40 281707183.4824
3 67.0 - 868055.7322258 -412127.7322258 455928 0 259065050.27 OK OK
2 156.0 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK
3 67.0 2 514963.3599289 244916.6400711 759880 0 373836404.01 OK 149.00 441207187.451
3 67.0 - 438953.3257719 16974.67422811 455928 0 229597578.27 OK OK 89.40 281707183.4824
3
B 2
79
4 37.3 - 471561.4154288 136342.5845712 607904 0 301902560.81 OK 119.20 364287663.9686
2 156.0 - 323578.9713504 -19626.97135042 303952 0 156815345.75 OK OK 59.60 193465745.9922
2 156.0 - 636838.3081873 -332886.3081873 303952 0 174593533.25 OK OK
2 156.0 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
4 37.3 - 438975.3599289 168928.6400711 607904 0 302241933.14 OK 119.20 364287663.9686
3 67.0 - 366490.2766235 89437.72337647 455928 0 229754971.43 OK OK 89.40 281707183.4824
B 2
80
3 67.0 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.4824
2 156.0 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK 59.60 193465745.9922
2 156.0 - 795387.3097225 -491435.3097225 303952 0 183883901.93 OK OK
2 156.0 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
3 67.0 - 374943.4775515 80984.52244846 455928 0 229779048.97 OK 89.40 281707183.4824
3 67.0 - 374943.4775515 80984.52244846 455928 0 229779048.97 OK OK 89.40 281707183.4824
B 2
81
3 67.0 - 388206.325103 67721.67489697 455928 0 229794236.43 OK 89.40 281707183.4824
2 156.0 - 322030.8077874 -18078.80778745 303952 0 156799300.67 OK OK 59.60 193465745.9922
2 156.0 - 795387.3097225 -491435.3097225 303952 0 183883901.93 OK OK
2 156.0 - 319585.4154288 -15633.41542879 303952 0 156773190.83 OK OK
4 37.3 - 438975.3599289 168928.6400711 607904 0 302241933.14 OK 119.20 364287663.9686
3 67.0 - 366490.2766235 89437.72337647 455928 0 229754971.43 OK OK 89.40 281707183.4824
4
B 2
82
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 604541.9816378 -264479.9816378 340062 0 190940752.08 OK OK
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
B 2
83
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 740409.6915517 -400347.6915517 340062 0 199024880.82 OK OK
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.5 - 329338.9239457 10723.0760543 340062 0 174658497.64 OK 66.68 215582554.9456
226
Tabel 4.94 Penulangan Lentur Balok Portal 6 (Lanjutan 4)T
ing
ka
t
Ba
lok
Momen Mu
Tu b h d As 0,5 As 0,25 As As'
tulangan torsitulangan lentur
As cek Spasi
badan atas /bawah pasang lap.1 jarak
Desain Nmm Nmm mm mm mm mm² mm² mm² mm² buah -Ø buah -Ø buah -Ø mm² bh mm
4
B 2
84
TumpuanM¯ 97957000.0 6645900.0 300 600 540.5 586.31
1 - 16 1 - 16
3 - 19 850.16 3 71.5
M⁺ 51128700.0 300 600 540.5 293.15 332.18 2 - 19 566.77 2 162.0
LapanganM⁺ 58345900.0 300 600 540.5 567.52 212.54 3 - 19 850.16 3 71.5
M¯ 0.0 300 600 540.5 283.76 212.54 283.76 2 - 19 566.77 2 162.0
TumpuanM¯ 109732000.0 300 600 540.5 659.70 3 - 19 850.16 3 71.5
M⁺ 88092300.0 300 600 540.5 329.85 572.33 3 - 19 850.16 3 71.5
Ata
p
B 1
27
TumpuanM¯ 24854700.0 3319500.0 250 400 340.5 297.94
1 - 16 1 - 16
2 - 19 566.77 2 112.0
M⁺ 13417400.0 250 400 340.5 148.97 149.21 2 - 19 566.77 2 112.0
LapanganM⁺ 9782700.0 250 400 340.5 297.94 141.69 2 - 19 566.77 2 112.0
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77 2 112.0
TumpuanM¯ 21328500.0 250 400 340.5 297.94 2 - 19 566.77 2 112.0
M⁺ 13994300.0 250 400 340.5 148.97 155.63 2 - 19 566.77 2 112.0
B 1
29
TumpuanM¯ 21878700.0 1100400.0 250 400 340.5 297.94
- - 16 - - 16
2 - 19 566.77 2 112.0
M⁺ 9794000.0 250 400 340.5 148.97 148.97 2 - 19 566.77 2 112.0
LapanganM⁺ 10987700.0 250 400 340.5 297.94 141.69 2 - 19 566.77 2 112.0
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77 2 112.0
TumpuanM¯ 21943200.0 250 400 340.5 297.94 2 - 19 566.77 2 112.0
M⁺ 18862900.0 250 400 340.5 148.97 209.77 2 - 19 566.77 2 112.0
B 1
31
TumpuanM¯ 20340100.0 2341400.0 250 400 340.5 297.94
- - 16 - - 16
2 - 19 566.77 2 112.0
M⁺ 14289600.0 250 400 340.5 148.97 158.91 2 - 19 566.77 2 112.0
LapanganM⁺ 12019700.0 250 400 340.5 297.94 141.69 2 - 19 566.77 2 112.0
M¯ 0.0 250 400 340.5 148.97 141.69 148.97 2 - 19 566.77 2 112.0
TumpuanM¯ 22806300.0 250 400 340.5 297.94 2 - 19 566.77 2 112.0
227
Tabel 4.95 Penulangan Lentur Balok Portal 6 (Lanjutan 5)T
ing
ka
t
Ba
lok
cek Spasi Besarnya Gaya-gaya dalam
Mn Cek Cek Kapasitas
a¯ Mpr¯ a⁺ Mpr⁺lap.1 jarak lap.2 Cc Cs Ts cek ФMn> Mn >⁺ Mn &Mn¯>⁺
bh mm bh N N N Nmm Mu 0,5 Mn¯ 1/4 Mn¯max mm Nmm mm Nmm
4
B 2
84
3 71.5 - 331121.2803019 8940.719698129 340062 0 174672220.35 OK 66.68 215582554.9456
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK 44.45 146870999.698
3 71.5 - 740409.6915517 -400347.6915517 340062 0 199024880.82 OK OK
2 162.0 - 287887.1991937 -61179.19919373 226708 0 119675519.53 OK OK
3 71.5 - 329338.9239457 10723.0760543 340062 0 174658497.64 OK 66.68 215582554.9456
3 71.5 - 329338.9239457 10723.0760543 340062 0 174658497.64 OK OK 66.68 215582554.9456
Ata
p
B 1
27
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.13765
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.13765
2 112.0 - 550515.959356 -323807.959356 226708 0 89329640.02 OK OK
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.13765
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.13765
B 1
29
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.13765
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.13765
2 112.0 - 685898.7831176 -459190.7831176 226708 0 97136205.74 OK OK
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.13765
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.13765
B 1
31
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.13765
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK 53.34 88934281.13765
2 112.0 - 685898.7831176 -459190.7831176 226708 0 97136205.74 OK OK
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK OK
2 112.0 - 250861.6710962 -24153.67109621 226708 0 72708245.38 OK 53.34 88934281.13765
228
Tabel 4.96 Penulangan Geser dan Puntir Portal APo
rtal
Ting
kat
Balok
Ln Vu Tu
Momen Mpr (KNm) b h d
tinggi D LVs Vs max cek
Tu min Cek kontrol dimensi
ujung kiri ujung kanan pelat balok pengaruh puntir
m KN KN Mpr¯ Mpr ⁺ Mpr¯ Mpr ⁺ mm mm mm m KN/m' KN/m' KN KN KN
A
1 B 288 5.50 270.82 15.75 155.47 155.47 155.47 155.4717 300 600 539.0 2.25 18.723 8.740 361.09 539.00 OK 15.75 diperhitungkan 4.0
2 B 290 5.50 251.17 15.14 155.47 224.72 224.72 155.4717 300 600 539.0 2.25 18.723 8.740 334.89 539.00 OK 15.14 diperhitungkan 3.5
Atap B 292 5.50 261.29 3.48 88.93 88.93 88.93 88.9343 300 600 540.5 2.00 15.227 3.200 348.39 540.50 OK 3.48 diabaiakan -
Tabel 4.97 Penulangan Geser dan Puntir Portal A (Lanjutan 1)
Porta
l
Ting
kat
Balok
kontrol dimensi cek At/s Av/s Sendi Plastis Luar sendi plas. S d/4 8*db 24 x hoop 300
Ø - Jarak-Tul S d/2
Ø - Jarak-Tul mm mm mm mm mm mm mm mm mm
A
1 B 288 4.0 > 3.1 - 0.48 2.79 71.00 134.75 176 240 300 10 +1kait silang - 70 151 270 10 - 2 B 290 3.5 > 3.1 - 0.46 2.59 77.00 134.75 176 240 300 10 +1kait silang - 70 80 270 10 -
Atap B 292 - > - - - 2.69 87.00 135.13 152 240 300 10 +1kait silang - 80 150 270 10 -
229
Tabel 4.98 Penulangan Geser dan Puntir Portal BPo
rtal
Tin
gkat
Balok
Ln Vu Tu
Momen Mpr (KNm) b h d
D LVs Vs max cek
Tu max Cek kontrol dimensi
ujung kiri ujung kanan balok pengaruh puntir
m KN KN Mpr¯ Mpr ⁺ Mpr¯ Mpr ⁺ mm mm mm KN/m' KN/m' KN KN KN
B
Bas
emen
t B 294 4.50 14.84 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 18.752 24.000 246.90 540.50 OK - diabaiakan -
B 295 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 21.137 27.967 283.42 540.50 OK - diabaiakan -
B 296 4.50 14.84 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 17.148 21.333 233.13 540.50 OK - diabaiakan -
1
B 297 4.50 213.30 7.43 281.7072 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 284.40 539.00 OK 7.43 diperhitungkan 2.3
B 298 5.50 131.59 6.78 193.4657 281.7072 281.7072 193.4657 300 600 539.0 15.307 6.667 228.38 539.00 OK 6.78 diperhitungkan 1.2
B 300 4.50 213.61 7.75 281.7072 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 284.81 539.00 OK 7.75 diperhitungkan 2.3
2
B 301 4.60 76.16 6.65 364.2877 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 238.44 539.00 OK 6.65 diperhitungkan 0.7
B 302 5.60 332.20 13.27 281.7072 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 442.93 539.00 OK 13.27 diperhitungkan 5.2
B 304 4.60 74.94 4.22 281.7072 193.4657 364.2877 193.4657 300 600 539.0 15.307 6.667 238.44 539.00 OK 4.22 diabaiakan -
3
B 305 4.60 92.94 4.83 441.2072 281.7072 364.2877 193.4657 300 600 539.0 15.307 6.667 264.02 539.00 OK 4.83 diabaiakan -
B 306 5.60 73.80 13.53 281.7072 193.4657 281.7072 193.4657 300 600 539.0 18.869 8.829 230.63 539.00 OK 13.53 diperhitungkan 1.2
B 308 4.60 91.72 2.75 364.2877 193.4657 441.2072 281.7072 300 600 539.0 16.946 7.661 273.10 539.00 OK 2.75 diabaiakan -
4
B 309 4.60 104.21 10.84 458.9358 281.1448 402.8214 215.5826 300 600 540.5 15.307 6.667 275.02 540.50 OK 10.84 diperhitungkan 1.2
B 310 5.60 66.23 10.29 343.5578 215.5826 215.5826 146.8710 300 600 540.5 15.307 6.667 210.23 540.50 OK 10.29 diperhitungkan 0.9
B 312 4.60 102.89 8.13 402.8214 215.5826 458.9358 281.1448 300 600 540.5 15.307 6.667 275.02 540.50 OK 8.13 diperhitungkan 1.0
Ata
p
B 138 4.60 30.68 2.94 127.7327 88.9343 127.7327 88.9343 250 400 340.5 13.307 3.200 121.58 283.75 OK 2.94 diperhitungkan 0.8
B 314 5.60 22.01 1.59 88.9343 127.7327 127.7327 88.9343 250 400 340.5 13.307 3.200 132.39 283.75 OK 1.59 diabaiakan -
230
Tabel 4.99 Penulangan Geser dan Puntir Portal B (Lanjutan)Po
rtal
Tin
gkat
Balok
kontrol dimensi cek At/s Av/s Sendi Plastis Luar sendi plastis
S d/4 8*db 24 x hoop 300 Ø - Jarak-Tul
S d/2 Ø - Jarak-Tul
mm mm mm mm mm mm mm mm mm
B
Bas
emen
t B 294 - > - - - 1.90 82.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 295 - > - - - 2.18 71.00 135.13 152.00 240.00 300.00 10 - 70 220 270 10 - 200
B 296 - > - - - 1.80 87.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
1
B 297 2.3 < 3.1 tdk perlu diperbesar 0.23 2.20 97.00 134.75 176.00 240.00 300.00 10 +1kait silang - 90 170 270 10 - 170
B 298 1.2 < 3.1 tdk perlu diperbesar 0.21 1.77 72.00 134.75 176.00 240.00 300.00 10 - 70 200 270 10 - 200
B 300 2.3 < 3.1 tdk perlu diperbesar 0.24 2.20 96.00 134.75 176.00 240.00 300.00 10 +1kait silang - 90 170 270 10 - 170
2
B 301 0.7 < 3.1 tdk perlu diperbesar 0.20 1.84 69.00 134.75 176.00 240.00 300.00 10 - 60 220 270 10 - 200
B 302 5.2 > 3.1 - 0.40 3.42 61.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 116 270 10 +1kait silang - 110
B 304 - > - - - 1.84 85.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
3
B 305 - > - - - 2.04 76.00 134.75 176.00 240.00 300.00 10 - 70 220 270 10 - 200
B 306 1.2 < 3.1 tdk perlu diperbesar 0.41 1.78 60.00 134.75 176.00 240.00 300.00 10 - 60 130 270 10 - 130
B 308 - > - - - 2.11 74.00 134.75 176.00 240.00 300.00 10 - 70 220 270 10 - 200
4
B 309 1.2 < 3.1 tdk perlu diperbesar 0.33 2.12 96.00 135.13 152.00 240.00 300.00 10 +1kait silang - 90 160 270 10 - 160
B 310 0.9 < 3.1 tdk perlu diperbesar 0.31 1.62 69.00 135.13 152.00 240.00 300.00 10 - 60 180 270 10 - 180
B 312 1.0 < 3.1 tdk perlu diperbesar 0.25 2.12 60.00 135.13 152.00 240.00 300.00 10 - 60 200 270 10 - 200
Ata
p
B 138 0.8 < 3.1 tdk perlu diperbesar 0.19 1.49 83.00 85.13 152.00 240.00 300.00 10 - 80 210 170 10 - 170
B 314 - > - - - 1.62 96.00 85.13 152.00 240.00 300.00 10 - 80 330 170 10 - 170
231
Tabel 4.100 Penulangan Geser dan Puntir Portal CP
ort
al
Tin
gk
at
Balok
Ln Vu Tu
Momen Mpr (KNm) b h d
D LVs Vs max cek
Tu max Cek kontrol dimensi
ujung kiri ujung kanan balok pengaruh puntir
m KN KN Mpr¯ Mpr ⁺ Mpr¯ Mpr ⁺ mm mm mm KN/m' KN/m' KN KN KN
C
Bas
emen
t
B 317 6.50 20.78 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 22.509 30.249 322.47 540.50 OK - diabaiakan -
B 318 4.50 14.84 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 18.752 24.000 246.90 540.50 OK - diabaiakan -
B 319 5.50 17.81 - 145.6113 145.6113 145.6113 145.6113 300 600 540.5 17.148 21.333 224.27 540.50 OK - diabaiakan -
B 320 4.50 14.84 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 17.148 6.667 189.13 540.50 OK - diabaiakan -
B 321 6.50 20.78 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 17.148 6.667 192.41 540.50 OK - diabaiakan -
1
B 322 6.50 316.74 20.44 281.7072 193.4657 364.2877 193.4657 300 600 539.0 15.307 6.667 422.32 539.00 OK 20.44 diperhitungkan 5.3
B 326 4.50 186.07 4.92 692.2757 441.2072 692.2757 441.2072 300 600 539.0 15.307 6.667 410.95 539.00 OK 4.92 diabaiakan -
B 327 5.50 129.63 6.85 578.0634 364.2877 578.0634 364.2877 300 600 539.0 15.307 6.667 320.24 539.00 OK 6.85 diperhitungkan 1.1
B 329 4.50 185.44 4.68 692.2757 441.2072 692.2757 441.2072 300 600 539.0 15.307 6.667 410.95 539.00 OK 4.68 diabaiakan -
B 330 6.50 116.94 16.43 578.0634 364.2877 638.0000 364.2877 300 600 539.0 15.307 6.667 314.08 539.00 OK 16.43 diperhitungkan 1.7
2
B 332 6.60 328.63 20.24 281.7072 281.7072 281.7072 193.4657 300 600 539.0 19.987 9.507 438.17 539.00 OK 20.24 diperhitungkan 5.6
B 334 4.60 73.06 3.62 281.7072 281.7072 281.7072 193.4657 300 600 539.0 16.946 7.661 249.16 539.00 OK 3.62 diabaiakan -
B 335 5.60 77.76 11.48 193.4657 193.4657 193.4657 193.4657 300 600 539.0 15.307 6.667 185.59 539.00 OK 11.48 diperhitungkan 1.1
B 337 4.60 53.29 2.61 193.4657 281.7072 281.7072 193.4657 300 600 539.0 15.307 6.667 240.08 539.00 OK 2.61 diabaiakan -
B 338 7.60 80.11 16.09 193.4657 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 210.21 539.00 OK 16.09 diperhitungkan 1.4
3
B 340 6.60 340.59 21.80 281.7072 441.2072 281.7072 281.7072 300 600 539.0 19.987 9.507 454.12 539.00 OK 21.80 diperhitungkan 6.0
B 342 4.60 111.47 4.70 281.7072 441.2072 441.2072 281.7072 300 600 539.0 16.946 7.661 341.63 539.00 OK 4.70 diabaiakan -
B 343 5.60 315.22 8.72 638.0000 441.2072 638.0000 364.2877 300 600 539.0 15.307 6.667 420.29 539.00 OK 8.72 diperhitungkan 4.4
B 345 4.60 111.39 2.87 193.4657 441.2072 441.2072 281.7072 300 600 539.0 15.307 6.667 332.55 539.00 OK 2.87 diabaiakan -
B 346 7.60 75.84 10.93 193.4657 441.2072 441.2072 281.7072 300 600 539.0 15.307 6.667 281.65 539.00 OK 10.93 diperhitungkan 1.0
4
B 348 6.60 345.81 19.68 215.5826 146.8710 281.1448 281.1448 300 600 540.5 19.987 9.507 461.08 540.50 OK 19.68 diperhitungkan 6.0
B 350. 4.60 101.10 5.53 343.5578 402.8214 402.8214 215.5826 300 600 540.5 16.946 7.661 319.37 540.50 OK 5.53 diabaiakan -
B 351 5.60 318.97 5.05 215.5826 402.8214 343.5578 215.5826 300 600 540.5 15.307 6.667 425.30 540.50 OK 5.05 diabaiakan -
B 353 4.60 101.51 3.33 215.5826 402.8214 402.8214 215.5826 300 600 540.5 15.307 6.667 310.29 540.50 OK 3.33 diabaiakan -
B 354 7.60 71.93 10.23 215.5826 402.8214 402.8214 215.5826 300 600 540.5 15.307 6.667 268.18 540.50 OK 10.23 diperhitungkan 1.0
Atap
B 356 6.60 24.33 3.07 88.9343 127.7327 127.7327 88.9343 250 400 340.5 17.953 4.563 166.48 283.75 OK 3.07 diperhitungkan 0.8
B 358 4.60 29.70 2.09 88.9343 127.7327 127.7327 88.9343 250 400 340.5 14.934 3.677 140.28 283.75 OK 2.09 diabaiakan -
B 359 5.60 21.94 2.52 88.9343 127.7327 127.7327 88.9343 250 400 340.5 13.307 3.200 132.39 283.75 OK 2.52 diperhitungkan 0.6
B 361 4.60 30.04 1.43 88.9343 127.7327 127.7327 88.9343 250 400 340.5 13.307 3.200 132.83 283.75 OK 1.43 diabaiakan -
232
Tabel 4.101 Penulangan Geser dan Puntir Portal C (Lanjutan)Po
rtal
Tin
gkat
Balok
kontrol dimensi cek At/s Av/s Sendi Plastis Luar sendi plastis
S d/4 8*db 24 x hoop 300 Ø - Jarak-Tul
S d/2 Ø - Jarak-Tul
mm mm mm mm mm mm mm mm mm
C
Bas
emen
t
B 317 - > - - - 2.49 63.00 135.13 152.00 240.00 300.00 10 - 60 210 270 10 - 200
B 318 - > - - - 1.90 82.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 319 - > - - - 1.73 90.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
B 320 - > - - - 1.46 107.00 135.13 152.00 240.00 300.00 10 - 100 220 270 10 - 200
B 321 - > - - - 1.48 105.00 135.13 152.00 240.00 300.00 10 - 100 220 270 10 - 200
1
B 322 5.3 > 3.1 - 0.62 3.26 60.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 105 270 10 +1kait silang - 100
B 326 - > - - - 3.18 74.00 134.75 176.00 240.00 300.00 10 +1kait silang - 70 200 270 10 - 200
B 327 1.1 < 3.1 tdk perlu diperbesar 0.21 2.48 87.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 140 270 10 - 140
B 329 - > - - - 3.18 74.00 134.75 176.00 240.00 300.00 10 +1kait silang - 70 200 270 10 - 200
B 330 1.7 < 3.1 tdk perlu diperbesar 0.50 2.43 80.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 80 270 10 - 80
2
B 332 5.6 > 3.1 - 0.62 3.39 58.00 134.75 176.00 240.00 300.00 10 +1kait silang - 50 102 270 10 +1kait silang - 100
B 334 - > - - - 1.93 81.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
B 335 1.1 < 3.1 tdk perlu diperbesar 0.35 1.43 73.00 134.75 176.00 240.00 300.00 10 - 70 200 270 10 - 200
B 337 - > - - - 1.86 84.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
B 338 1.4 < 3.1 tdk perlu diperbesar 0.49 1.62 60.00 134.75 176.00 240.00 300.00 10 - 60 120 270 10 - 120
3
B 340 6.0 > 3.1 - 0.67 3.51 56.00 134.75 176.00 240.00 300.00 10 +1kait silang - 50 94 270 10 +1kait silang - 90
B 342 - > - - - 2.64 89.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 200 270 10 - 200
B 343 4.4 > 3.1 - 0.27 3.25 67.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 80 270 10 - 80
B 345 - > - - - 2.57 61.00 134.75 176.00 240.00 300.00 10 - 60 210 270 10 - 200
B 346 1.0 < 3.1 tdk perlu diperbesar 0.33 2.18 93.00 134.75 176.00 240.00 300.00 10 +1kait silang - 90 110 270 10 - 110
4
B 348 6.0 > 3.1 - 0.60 3.55 56.00 135.13 152.00 240.00 300.00 10 +1kait silang - 50 98 270 10 +1kait silang - 90
B 350. - > - - - 2.46 63.00 135.13 152.00 240.00 300.00 10 - 60 220 270 10 - 200
B 351 - > - - - 3.28 71.00 135.13 152.00 240.00 300.00 10 +1kait silang - 70 110 270 10 - 110
B 353 - > - - - 2.39 65.00 135.13 152.00 240.00 300.00 10 - 60 220 270 10 - 200
B 354 1.0 < 3.1 tdk perlu diperbesar 0.31 2.07 98.00 135.13 152.00 240.00 300.00 10 +1kait silang - 90 120 270 10 - 120
Atap
B 356 0.8 < 3.1 tdk perlu diperbesar 0.20 2.04 64.00 85.13 152.00 240.00 300.00 10 - 60 120 170 10 - 120
B 358 - > - - - 1.72 91.00 85.13 152.00 240.00 300.00 10 - 80 300 170 10 - 170
B 359 0.6 < 3.1 tdk perlu diperbesar 0.17 1.62 80.00 85.13 152.00 240.00 300.00 10 - 80 190 170 10 - 170
B 361 - > - - - 1.63 96.00 85.13 152.00 240.00 300.00 10 - 80 340 170 10 - 170
233
Tabel 4.102 Penulangan Geser dan Puntir Portal DP
ort
al
Tin
gk
at
Balok
Ln Vu Tu
Momen Mpr (KNm) b h d
D LVs Vs max cek
Tu max Cek kontrol dimensi
ujung kiri ujung kanan balok pengaruh puntir
m KN KN Mpr¯ Mpr ⁺ Mpr¯ Mpr ⁺ mm mm mm KN/m' KN/m' KN KN KN
D
Bas
emen
t
B 364 6.50 20.78 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 22.509 30.249 322.47 540.50 OK - diabaiakan -
B 365 4.50 14.84 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 18.752 24.000 246.90 540.50 OK - diabaiakan -
B 366 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 17.148 21.333 241.54 540.50 OK - diabaiakan -
B 367 4.50 14.84 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 182.50 540.50 OK - diabaiakan -
B 368 6.50 20.78 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 182.83 540.50 OK - diabaiakan -
1
B 369 6.50 110.68 21.95 193.4657 281.7072 364.2877 193.4657 300 600 539.0 15.307 6.667 241.00 539.00 OK 21.95 diperhitungkan 2.1
B 373 4.50 174.32 5.35 638.0000 364.2877 281.7072 638.0000 300 600 539.0 15.307 6.667 453.18 539.00 OK 5.35 diabaiakan -
B 374 5.50 121.80 7.34 578.0634 364.2877 281.7072 578.0634 300 600 539.0 15.307 6.667 372.07 539.00 OK 7.34 diperhitungkan 1.1
B 376 4.50 174.38 5.05 638.0000 364.2877 281.7072 638.0000 300 600 539.0 15.307 6.667 453.18 539.00 OK 5.05 diabaiakan -
B 377 6.50 108.86 15.85 578.0634 364.2877 281.7072 578.0634 300 600 539.0 15.307 6.667 345.64 539.00 OK 15.85 diperhitungkan 1.6
2
B 379 6.60 135.21 24.02 281.7072 281.7072 281.7072 193.4657 300 600 539.0 19.987 9.507 261.18 539.00 OK 24.02 diperhitungkan 2.5
B 382 4.60 76.55 3.91 281.7072 281.7072 281.7072 193.4657 300 600 539.0 16.946 7.661 249.16 539.00 OK 3.91 diabaiakan -
B 383 5.60 84.62 12.06 281.7072 281.7072 281.7072 193.4657 300 600 539.0 15.307 6.667 227.61 539.00 OK 12.06 diperhitungkan 1.2
B 385 4.60 77.68 2.95 193.4657 281.7072 281.7072 193.4657 300 600 539.0 15.307 6.667 240.08 539.00 OK 2.95 diabaiakan -
B 386 7.60 368.10 14.69 193.4657 281.7072 281.7072 193.4657 300 600 539.0 15.307 6.667 490.80 539.00 OK 14.69 diperhitungkan 6.3
3
B 388 6.60 282.87 21.91 281.7072 364.2877 281.7072 281.7072 300 600 539.0 19.987 9.507 377.16 539.00 OK 21.91 diperhitungkan 4.7
B 391 4.60 135.73 2.81 512.4658 364.2877 512.4658 281.7072 300 600 539.0 16.946 7.661 339.99 539.00 OK 2.81 diabaiakan -
B 392 5.60 350.93 13.22 512.4658 281.7072 578.0634 364.2877 300 600 539.0 15.307 6.667 467.91 539.00 OK 13.22 diperhitungkan 5.7
B 394 4.60 134.67 2.31 512.4658 281.7072 512.4658 281.7072 300 600 539.0 15.307 6.667 306.97 539.00 OK 2.31 diabaiakan -
B 395 7.60 367.39 10.53 441.2072 281.7072 512.4658 281.7072 300 600 539.0 15.307 6.667 489.86 539.00 OK 10.53 diperhitungkan 5.9
4
B 397 6.60 126.07 23.95 215.5826 146.8710 215.5826 281.1448 300 600 540.5 19.987 9.507 247.71 540.50 OK 23.95 diperhitungkan 2.4
B 400 4.60 116.00 1.41 281.1448 458.9358 458.9358 281.1448 300 600 540.5 16.946 7.661 351.90 540.50 OK 1.41 diabaiakan -
B 401 5.60 86.50 19.40 215.5826 402.8214 402.8214 215.5826 300 600 540.5 15.307 6.667 285.28 540.50 OK 19.40 diperhitungkan 1.7
B 403 4.60 114.64 2.62 215.5826 458.9358 458.9358 281.1448 300 600 540.5 15.307 6.667 342.82 540.50 OK 2.62 diabaiakan -
B 404 7.60 369.13 15.63 215.5826 402.8214 458.9358 281.1448 300 600 540.5 15.307 6.667 492.17 540.50 OK 15.63 diperhitungkan 6.3
Atap
B 406 6.60 25.53 4.56 127.7327 88.9343 127.7327 88.9343 250 400 340.5 17.953 4.563 158.64 283.75 OK 4.56 diperhitungkan 1.1
B 408 4.60 33.00 0.41 127.7327 127.7327 127.7327 88.9343 250 400 340.5 14.934 3.677 140.28 283.75 OK 0.41 diabaiakan -
B 409 5.60 (24.49) 4.64 127.7327 88.9343 127.7327 88.9343 250 400 340.5 13.307 3.200 123.15 283.75 OK 4.64 diperhitungkan 1.1
B 411 4.60 33.12 0.42 127.7327 88.9343 162.7519 88.9343 250 400 340.5 13.307 3.200 131.73 283.75 OK 0.42 diabaiakan -
234
Tabel 4.103 Penulangan Geser dan Puntir Portal D (Lanjutan)Po
rtal
Tin
gkat
Balok
kontrol dimensi cek At/s Av/s Sendi Plastis Luar sendi plastis
S d/4 8*db 24 x hoop 300 Ø - Jarak-Tul
S d/2 Ø - Jarak-Tul
mm mm mm mm mm mm mm mm mm
D
Bas
emen
t
B 364 - > - - - 2.49 63.00 135.13 152.00 240.00 300.00 10 - 60 210 270 10 - 200
B 365 - > - - - 1.90 82.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 366 - > - - - 1.86 84.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 367 - > - - - 1.41 111.00 135.13 152.00 240.00 300.00 10 - 110 220 270 10 - 200
B 368 - > - - - 1.41 111.00 135.13 152.00 240.00 300.00 10 - 110 220 270 10 - 200
1
B 369 2.1 < 3.1 tdk perlu diperbesar 0.67 1.86 92.00 134.75 176.00 240.00 300.00 10 +1kait silang - 90 80 270 10 - 80
B 373 - > - - - 3.50 67.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 120 270 10 - 120
B 374 1.1 < 3.1 tdk perlu diperbesar 0.22 2.88 75.00 134.75 176.00 240.00 300.00 10 +1kait silang - 70 100 270 10 - 100
B 376 - > - - - 3.50 67.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 120 270 10 - 120
B 377 1.6 < 3.1 tdk perlu diperbesar 0.48 2.67 74.00 134.75 176.00 240.00 300.00 10 +1kait silang - 70 148 270 10 - 140
2
B 379 2.5 < 3.1 tdk perlu diperbesar 0.73 2.02 85.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 185 270 10 - 180
B 382 - > - - - 1.93 81.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
B 383 1.2 < 3.1 tdk perlu diperbesar 0.37 1.76 62.00 134.75 176.00 240.00 300.00 10 - 60 150 270 10 - 150
B 385 - > - - - 1.86 84.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
B 386 6.3 > 3.1 - 0.45 3.79 55.00 134.75 176.00 240.00 300.00 10 +1kait silang - 50 91 270 10 +1kait silang - 90
3
B 388 4.7 > 3.1 - 0.67 2.92 65.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 118 270 10 +1kait silang - 110
B 391 - > - - - 2.63 89.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 220 270 10 - 200
B 392 5.7 > 3.1 - 0.40 3.62 58.00 134.75 176.00 240.00 300.00 10 +1kait silang - 50 116 270 10 +1kait silang - 110
B 394 - > - - - 2.37 66.00 134.75 176.00 240.00 300.00 10 - 60 220 270 10 - 200
B 395 5.9 > 3.1 - 0.32 3.79 57.00 134.75 176.00 240.00 300.00 10 +1kait silang - 50 95 270 10 +1kait silang - 90
4
B 397 2.4 < 3.1 tdk perlu diperbesar 0.73 1.91 89.00 135.13 152.00 240.00 300.00 10 +1kait silang - 80 80 270 10 - 80
B 400 - > - - - 2.71 86.00 135.13 152.00 240.00 300.00 10 +1kait silang - 80 190 270 10 - 190
B 401 1.7 < 3.1 tdk perlu diperbesar 0.59 2.20 84.00 135.13 152.00 240.00 300.00 10 +1kait silang - 80 80 270 10 - 80
B 403 - > - - - 2.64 89.00 135.13 152.00 240.00 300.00 10 +1kait silang - 80 200 270 10 - 200
B 404 6.3 > 3.1 - 0.48 3.79 55.00 135.13 152.00 240.00 300.00 10 +1kait silang - 50 90 270 10 +1kait silang - 90
Atap
B 406 1.1 < 3.1 tdk perlu diperbesar 0.30 1.94 61.00 85.13 152.00 240.00 300.00 10 - 60 110 170 10 - 110
B 408 - > - - - 1.72 91.00 85.13 152.00 240.00 300.00 10 - 80 280 170 10 - 170
B 409 1.1 < 3.1 tdk perlu diperbesar 0.31 1.51 74.00 85.13 152.00 240.00 300.00 10 - 70 150 170 10 - 150
B 411 - > - - - 1.61 97.00 85.13 152.00 240.00 300.00 10 - 80 340 170 10 - 170
235
Tabel 4.104 Penulangan Geser dan Puntir Portal EP
ort
al
Tin
gk
at
Balok
Ln Vu Tu
Momen Mpr (KNm) b h d
D LVs Vs max cek
Tu max Cek kontrol dimensi
ujung kiri ujung kanan balok pengaruh puntir
m KN KN Mpr¯ Mpr ⁺ Mpr¯ Mpr ⁺ mm mm mm KN/m' KN/m' KN KN KN
E
Bas
emen
t
B 414 6.50 20.78 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 22.509 30.249 322.47 540.50 OK - diabaiakan -
B 415 4.50 14.84 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 18.752 24.000 246.90 540.50 OK - diabaiakan -
B 416 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 17.148 21.333 241.54 540.50 OK - diabaiakan -
B 417 4.50 14.84 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 182.50 540.50 OK - diabaiakan -
B 418 6.50 (20.78) - 215.5826 146.8710 215.5826 458.9358 300 600 540.5 15.307 6.667 246.85 540.50 OK - diabaiakan -
1
B 419 6.50 90.14 16.82 512.4658 281.7072 281.7072 441.2072 300 600 539.0 15.307 6.667 304.11 539.00 OK 16.82 diperhitungkan 1.6
B 421 4.50 136.34 5.67 512.4658 364.2877 364.2877 512.4658 300 600 539.0 15.307 6.667 378.79 539.00 OK 5.67 diperhitungkan 1.1
B 422 5.50 366.37 8.22 441.2072 281.7072 281.7072 441.2072 300 600 539.0 15.307 6.667 488.50 539.00 OK 8.22 diperhitungkan 5.7
B 424 4.50 136.10 5.19 512.4658 364.2877 364.2877 512.4658 300 600 539.0 15.307 6.667 378.79 539.00 OK 5.19 diabaiakan -
B 425 6.50 86.29 17.10 441.2072 281.7072 281.7072 512.4658 300 600 539.0 15.307 6.667 304.11 539.00 OK 17.10 diperhitungkan 1.5
2
B 427 6.60 102.78 18.03 364.2877 364.2877 281.7072 193.4657 300 600 539.0 19.987 9.507 277.87 539.00 OK 18.03 diperhitungkan 1.7
B 429 4.60 85.49 4.03 364.2877 281.7072 364.2877 193.4657 300 600 539.0 16.946 7.661 273.10 539.00 OK 4.03 diabaiakan -
B 430 5.60 91.79 18.84 281.7072 281.7072 281.7072 193.4657 300 600 539.0 15.307 6.667 227.61 539.00 OK 18.84 diperhitungkan 1.7
B 432 4.60 78.58 3.03 364.2877 193.4657 364.2877 193.4657 300 600 539.0 15.307 6.667 238.44 539.00 OK 3.03 diabaiakan -
B 433 7.60 388.98 21.97 281.7072 281.7072 364.2877 193.4657 300 600 539.0 15.307 6.667 518.64 539.00 OK 21.97 diperhitungkan 7.4
3
B 435 6.60 110.59 13.91 638.0000 364.2877 578.0634 364.2877 300 600 539.0 19.987 9.507 349.84 539.00 OK 13.91 diperhitungkan 1.5
B 437 4.60 170.24 2.96 638.0000 364.2877 638.0000 364.2877 300 600 539.0 16.946 7.661 376.37 539.00 OK 2.96 diabaiakan -
B 438 5.60 123.81 18.93 578.0634 364.2877 578.0634 364.2877 300 600 539.0 15.307 6.667 317.83 539.00 OK 18.93 diperhitungkan 2.0
B 440 4.60 165.90 2.43 638.0000 364.2877 638.0000 364.2877 300 600 539.0 15.307 6.667 367.29 539.00 OK 2.43 diabaiakan -
B 441 7.60 388.64 17.63 578.0634 364.2877 638.0000 364.2877 300 600 539.0 15.307 6.667 518.19 539.00 OK 17.63 diperhitungkan 7.1
4
B 443 6.60 93.85 7.90 561.7167 343.5578 511.9009 281.1448 300 600 540.5 19.987 9.507 320.18 540.50 OK 7.90 diperhitungkan 0.9
B 445 4.60 138.52 1.41 561.7167 343.5578 561.7167 343.5578 300 600 540.5 16.946 7.661 348.25 540.50 OK 1.41 diabaiakan -
B 446 5.60 103.20 23.81 511.9009 281.1448 511.9009 281.1448 300 600 540.5 15.307 6.667 282.28 540.50 OK 23.81 diperhitungkan 2.2
B 448 4.60 134.63 (2.31) 511.9009 281.1448 511.9009 281.1448 300 600 540.5 15.307 6.667 306.64 540.50 OK (2.31) diabaiakan -
B 449 7.60 387.08 25.88 458.9358 281.1448 561.7167 343.5578 300 600 540.5 15.307 6.667 516.11 540.50 OK 25.88 diperhitungkan 7.6
Atap
B 451 6.60 26.72 2.73 162.7519 88.9343 127.7327 88.9343 250 400 340.5 17.953 4.563 165.72 283.75 OK 2.73 diperhitungkan 0.7
B 453 4.60 38.24 0.45 162.7519 127.7327 162.7519 88.9343 250 400 340.5 14.934 3.677 150.43 283.75 OK 0.45 diabaiakan -
B 454 5.60 (28.61) 2.64 162.7519 88.9343 162.7519 88.9343 250 400 340.5 13.307 3.200 131.49 283.75 OK 2.64 diperhitungkan 0.7
B 456 4.60 38.37 0.45 162.7519 88.9343 193.9920 127.7327 250 400 340.5 13.307 3.200 142.98 283.75 OK 0.45 diabaiakan -
236
Tabel 4.105 Penulangan Geser dan Puntir Portal E (Lanjutan)Po
rtal
Tin
gkat
Balok
kontrol dimensi cek At/s Av/s Sendi Plastis Luar sendi plastis
S d/4 8*db 24 x hoop 300 Ø - Jarak-Tul
S d/2 Ø - Jarak-Tul
mm mm mm mm mm mm mm mm mm
E
Bas
emen
t
B 414 - > - - - 2.49 63.00 135.13 152.00 240.00 300.00 10 - 60 210 270 10 - 200
B 415 - > - - - 1.90 82.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 416 - > - - - 1.86 84.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 417 - > - - - 1.41 111.00 135.13 152.00 240.00 300.00 10 - 110 220 270 10 - 200
B 418 - > - - - 1.90 82.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
1
B 419 1.6 < 3.1 tdk perlu diperbesar 0.51 2.35 82.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 80 270 10 - 80
B 421 1.1 < 3.1 tdk perlu diperbesar 0.17 2.93 75.00 134.75 176.00 240.00 300.00 10 +1kait silang - 70 130 270 10 - 130
B 422 5.7 > 3.1 - 0.25 3.78 58.00 134.75 176.00 240.00 300.00 10 +1kait silang - 50 112 270 10 +1kait silang - 110
B 424 - > - - - 2.93 80.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 190 270 10 - 190
B 425 1.5 < 3.1 tdk perlu diperbesar 0.52 2.35 81.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 80 270 10 - 80
2
B 427 1.7 < 3.1 tdk perlu diperbesar 0.55 2.15 87.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 80 270 10 - 80
B 429 - > - - - 2.11 74.00 134.75 176.00 240.00 300.00 10 - 70 220 270 10 - 200
B 430 1.7 < 3.1 tdk perlu diperbesar 0.57 1.76 100.00 134.75 176.00 240.00 300.00 10 +1kait silang - 100 100 270 10 - 100
B 432 - > - - - 1.84 85.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
B 433 7.4 > 3.1 - 0.67 4.01 50.00 134.75 176.00 240.00 300.00 10 +1kait silang - 50 78 270 10 +1kait silang - 70
3
B 435 1.5 < 3.1 tdk perlu diperbesar 0.42 2.70 75.00 134.75 176.00 240.00 300.00 10 +1kait silang - 70 80 270 10 - 80
B 437 - > - - - 2.91 80.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 220 270 10 - 200
B 438 2.0 < 3.1 tdk perlu diperbesar 0.58 2.46 77.00 134.75 176.00 240.00 300.00 10 +1kait silang - 70 80 270 10 - 80
B 440 - > - - - 2.84 82.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 220 270 10 - 200
B 441 7.1 > 3.1 - 0.54 4.01 51.00 134.75 176.00 240.00 300.00 10 +1kait silang - 50 83 270 10 +1kait silang - 80
4
B 443 0.9 < 3.1 tdk perlu diperbesar 0.24 2.47 86.00 135.13 152.00 240.00 300.00 10 +1kait silang - 80 100 270 10 - 100
B 445 - > - - - 2.68 87.00 135.13 152.00 240.00 300.00 10 +1kait silang - 80 220 270 10 - 200
B 446 2.2 < 3.1 tdk perlu diperbesar 0.73 2.18 81.00 135.13 152.00 240.00 300.00 10 +1kait silang - 80 190 270 10 - 190
B 448 - > - - - 2.36 66.00 135.13 152.00 240.00 300.00 10 - 60 220 270 10 - 200
B 449 7.6 > 3.1 - 0.79 3.98 49.00 135.13 152.00 240.00 300.00 10 +1kait silang - 40 76 270 10 +1kait silang - 70
Atap
B 451 0.7 < 3.1 tdk perlu diperbesar 0.18 2.03 65.00 85.13 152.00 240.00 300.00 10 - 60 130 170 10 - 130
B 453 - > - - - 1.84 85.00 85.13 152.00 240.00 300.00 10 - 80 240 170 10 - 170
B 454 0.7 < 3.1 tdk perlu diperbesar 0.17 1.61 80.00 85.13 152.00 240.00 300.00 10 - 80 180 170 10 - 170
B 456 - > - - - 1.75 89.00 85.13 152.00 240.00 300.00 10 - 80 290 170 10 - 170
237
Tabel 4.106 Penulangan Geser dan Puntir Portal FPo
rtal
Tin
gkat
Balok
Ln Vu Tu
Momen Mpr (KNm) b h d
D LVs Vs max cek
Tu max Cek kontrol dimensi
ujung kiri ujung kanan balok pengaruh puntir
m KN KN Mpr¯ Mpr ⁺ Mpr¯ Mpr ⁺ mm mm mm KN/m' KN/m' KN KN KN
F
Bas
emen
t
B 459 6.50 20.78 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 22.509 30.249 322.47 540.50 OK - diabaiakan -
B 460 4.50 20.78 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 18.752 24.000 246.90 540.50 OK - diabaiakan -
B 461 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 17.148 21.333 241.54 540.50 OK - diabaiakan -
B 462 4.50 14.84 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 182.50 540.50 OK - diabaiakan -
B 463 6.50 20.78 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 182.83 540.50 OK - diabaiakan -
1
B 464 6.50 97.50 15.33 512.4658 364.2877 441.2072 364.2877 300 600 539.0 15.307 6.667 288.33 539.00 OK 15.33 diperhitungkan 1.5
B 466 4.50 135.75 7.14 512.4658 364.2877 512.4658 364.2877 300 600 539.0 15.307 6.667 334.88 539.00 OK 7.14 diperhitungkan 1.2
B 467 5.50 (94.63) 7.07 441.2072 364.2877 441.2072 364.2877 300 600 539.0 15.307 6.667 287.07 539.00 OK 7.07 diperhitungkan 0.9
B 469 4.50 135.19 6.58 512.4658 364.2877 512.4658 364.2877 300 600 539.0 15.307 6.667 334.88 539.00 OK 6.58 diperhitungkan 1.2
B 470 6.50 91.30 15.19 441.2072 281.7072 512.4658 364.2877 300 600 539.0 15.307 6.667 273.71 539.00 OK 15.19 diperhitungkan 1.4
2
B 472 6.60 94.58 17.19 364.2877 364.2877 364.2877 193.4657 300 600 539.0 19.987 9.507 294.55 539.00 OK 17.19 diperhitungkan 1.6
B 474 4.60 89.68 5.42 364.2877 281.7072 364.2877 193.4657 300 600 539.0 16.946 7.661 273.10 539.00 OK 5.42 diabaiakan -
B 475 5.60 88.72 11.94 364.2877 281.7072 364.2877 193.4657 300 600 539.0 15.307 6.667 247.27 539.00 OK 11.94 diperhitungkan 1.2
B 477 4.60 90.00 4.22 364.2877 281.7072 364.2877 193.4657 300 600 539.0 15.307 6.667 264.02 539.00 OK 4.22 diabaiakan -
B 478 7.60 94.58 14.88 364.2877 281.7072 364.2877 193.4657 300 600 539.0 15.307 6.667 240.17 539.00 OK 14.88 diperhitungkan 1.4
3
B 480 6.60 94.54 12.69 578.0634 364.2877 512.4658 281.7072 300 600 539.0 19.987 9.507 324.48 539.00 OK 12.69 diperhitungkan 1.3
B 482 4.60 145.81 3.83 578.0634 364.2877 578.0634 364.2877 300 600 539.0 16.946 7.661 359.00 539.00 OK 3.83 diabaiakan -
B 483 5.60 107.24 8.84 512.4658 281.7072 512.4658 281.7072 300 600 539.0 15.307 6.667 282.55 539.00 OK 8.84 diperhitungkan 1.1
B 485 4.60 146.28 3.28 578.0634 364.2877 578.0634 364.2877 300 600 539.0 15.307 6.667 349.92 539.00 OK 3.28 diabaiakan -
B 486 7.60 94.97 10.09 512.4658 281.7072 578.0634 364.2877 300 600 539.0 15.307 6.667 280.66 539.00 OK 10.09 diperhitungkan 1.1
4
B 488 6.60 83.26 12.88 511.9009 281.1448 458.9358 281.1448 300 600 540.5 19.987 9.507 307.57 540.50 OK 12.88 diperhitungkan 1.2
B 490 4.60 122.03 2.04 511.9009 281.1448 511.9009 281.1448 300 600 540.5 16.946 7.661 315.72 540.50 OK 2.04 diabaiakan -
B 491 5.60 92.14 6.46 458.9358 281.1448 458.9358 281.1448 300 600 540.5 15.307 6.667 269.67 540.50 OK 6.46 diperhitungkan 0.8
B 493 4.60 122.61 2.58 511.9009 281.1448 511.9009 281.1448 300 600 540.5 15.307 6.667 306.64 540.50 OK 2.58 diabaiakan -
B 494 7.60 83.38 6.23 458.9358 281.1448 511.9009 281.1448 300 600 540.5 15.307 6.667 265.97 540.50 OK 6.23 diperhitungkan 0.7
Atap
B 496 6.60 26.23 4.71 162.7519 88.9343 127.7327 88.9343 250 400 340.5 17.953 4.563 165.72 283.75 OK 4.71 diperhitungkan 1.2
B 142 4.60 35.40 0.61 162.7519 127.7327 162.7519 88.9343 250 400 340.5 14.934 3.677 150.43 283.75 OK 0.61 diabaiakan -
B 499 5.60 26.52 3.92 127.7327 88.9343 127.7327 88.9343 250 400 340.5 13.307 3.200 123.15 283.75 OK 3.92 diperhitungkan 1.0
B 144 4.60 35.63 0.88 162.7519 88.9343 162.7519 88.9343 250 400 340.5 13.307 3.200 131.73 283.75 OK 0.88 diabaiakan -
238
Tabel 4.107 Penulangan Geser dan Puntir Portal F (Lanjutan)Po
rtal
Tin
gkat
Balok
kontrol dimensi cek At/s Av/s Sendi Plastis Luar sendi plastis
S d/4 8*db 24 x hoop 300 Ø - Jarak-Tul
S d/2 Ø - Jarak-Tul
mm mm mm mm mm mm mm mm mm
F
Bas
emen
t
B 459 - > - - - 2.49 63.00 135.13 152.00 240.00 300.00 10 - 60 210 270 10 - 200
B 460 - > - - - 1.90 82.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 461 - > - - - 1.86 84.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 462 - > - - - 1.41 111.00 135.13 152.00 240.00 300.00 10 - 110 220 270 10 - 200
B 463 - > - - - 1.41 111.00 135.13 152.00 240.00 300.00 10 - 110 220 270 10 - 200
1
B 464 1.5 < 3.1 tdk perlu diperbesar 0.47 2.23 87.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 90 270 10 - 90
B 466 1.2 < 3.1 tdk perlu diperbesar 0.22 2.59 83.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 170 270 10 - 170
B 467 0.9 < 3.1 tdk perlu diperbesar 0.22 2.22 96.00 134.75 176.00 240.00 300.00 10 +1kait silang - 90 160 270 10 - 160
B 469 1.2 < 3.1 tdk perlu diperbesar 0.20 2.59 84.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 170 270 10 - 170
B 470 1.4 < 3.1 tdk perlu diperbesar 0.46 2.12 91.00 134.75 176.00 240.00 300.00 10 +1kait silang - 90 100 270 10 - 100
2
B 472 1.6 < 3.1 tdk perlu diperbesar 0.52 2.28 84.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 80 270 10 - 80
B 474 - > - - - 2.11 74.00 134.75 176.00 240.00 300.00 10 - 70 220 270 10 - 200
B 475 1.2 < 3.1 tdk perlu diperbesar 0.36 1.91 103.00 134.75 176.00 240.00 300.00 10 +1kait silang - 100 130 270 10 - 130
B 477 - > - - - 2.04 76.00 134.75 176.00 240.00 300.00 10 - 70 220 270 10 - 200
B 478 1.4 < 3.1 tdk perlu diperbesar 0.45 1.86 101.00 134.75 176.00 240.00 300.00 10 +1kait silang - 100 110 270 10 - 110
3
B 480 1.3 < 3.1 tdk perlu diperbesar 0.39 2.51 81.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 80 270 10 - 80
B 482 - > - - - 2.78 84.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 220 270 10 - 200
B 483 1.1 < 3.1 tdk perlu diperbesar 0.27 2.18 95.00 134.75 176.00 240.00 300.00 10 +1kait silang - 90 140 270 10 - 140
B 485 - > - - - 2.70 87.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 220 270 10 - 200
B 486 1.1 < 3.1 tdk perlu diperbesar 0.31 2.17 95.00 134.75 176.00 240.00 300.00 10 +1kait silang - 90 110 270 10 - 110
4
B 488 1.2 < 3.1 tdk perlu diperbesar 0.39 2.37 85.00 135.13 152.00 240.00 300.00 10 +1kait silang - 80 90 270 10 - 90
B 490 - > - - - 2.43 64.00 135.13 152.00 240.00 300.00 10 - 60 220 270 10 - 200
B 491 0.8 < 3.1 tdk perlu diperbesar 0.20 2.08 63.00 135.13 152.00 240.00 300.00 10 - 60 180 270 10 - 180
B 493 - > - - - 2.36 66.00 135.13 152.00 240.00 300.00 10 - 60 220 270 10 - 200
B 494 0.7 < 3.1 tdk perlu diperbesar 0.19 2.05 64.00 135.13 152.00 240.00 300.00 10 - 60 140 270 10 - 140
Atap
B 496 1.2 < 3.1 tdk perlu diperbesar 0.31 2.03 100.00 85.13 152.00 240.00 300.00 10 +1kait silang - 80 100 170 10 - 100
B 142 - > - - - 1.84 85.00 85.13 152.00 240.00 300.00 10 - 80 240 170 10 - 170
B 499 1.0 < 3.1 tdk perlu diperbesar 0.26 1.51 77.00 85.13 152.00 240.00 300.00 10 - 70 170 170 10 - 170
B 144 - > - - - 1.61 97.00 85.13 152.00 240.00 300.00 10 - 80 350 170 10 - 170
239
Tabel 4.108 Penulangan Geser dan Puntir Portal 1Po
rtal
Tin
gkat
Balok
Ln Vu Tu
Momen Mpr (KNm) b h d
D LVs Vs max cek
Tu max Cek kontrol dimensi
ujung kiri ujung kanan balok pengaruh puntir
m KN KN Mpr¯ Mpr ⁺ Mpr¯ Mpr ⁺ mm mm mm KN/m' KN/m' KN KN KN
1
Bas
emen
t B 21 3.50 14.84 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 14.039 16.163 215.10 540.50 OK - diabaiakan -
B 22 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 21.137 27.967 283.42 540.50 OK - diabaiakan -
B 23 5.50 14.84 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 17.148 21.333 241.54 540.50 OK - diabaiakan -
1
B 24 3.50 213.30 7.43 578.0634 364.2877 512.4658 281.7072 300 600 539.0 15.307 6.667 392.42 539.00 OK 7.43 diperhitungkan 2.3
B 25 5.50 131.59 6.78 364.2877 193.4657 364.2877 281.7072 300 600 539.0 15.307 6.667 248.40 539.00 OK 6.78 diperhitungkan 1.2
B 26 5.50 213.61 7.75 441.2072 281.7072 441.2072 281.7072 300 600 539.0 15.307 6.667 284.81 539.00 OK 7.75 diperhitungkan 2.3
2
B 27 3.60 76.16 6.65 578.0634 364.2877 578.0634 364.2877 300 600 539.0 15.307 6.667 409.10 539.00 OK 6.65 diperhitungkan 0.7
B 28 5.60 332.20 13.27 441.2072 281.7072 441.2072 281.7072 300 600 539.0 15.307 6.667 442.93 539.00 OK 13.27 diperhitungkan 5.2
B 29 5.60 74.94 4.22 441.2072 281.7072 512.4658 281.7072 300 600 539.0 15.307 6.667 282.55 539.00 OK 4.22 diabaiakan -
3
B 30 3.60 92.94 4.83 441.2072 281.7072 441.2072 281.7072 300 600 539.0 15.307 6.667 327.83 539.00 OK 4.83 diabaiakan -
B 31 5.60 73.80 13.53 364.2877 193.4657 364.2877 193.4657 300 600 539.0 18.869 8.829 250.29 539.00 OK 13.53 diperhitungkan 1.2
B 32 5.60 91.72 2.75 364.2877 193.4657 364.2877 193.4657 300 600 539.0 18.869 8.829 250.29 539.00 OK 2.75 diabaiakan -
4
B 33 3.60 104.21 10.84 281.1448 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 218.61 540.50 OK 10.84 diperhitungkan 1.2
B 34 5.60 66.23 10.29 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 179.76 540.50 OK 10.29 diperhitungkan 0.9
B 35 5.60 102.89 8.13 215.5826 215.5826 215.5826 146.8710 300 600 540.5 15.307 6.667 196.12 540.50 OK 8.13 diperhitungkan 1.0
Atap
B 121 3.60 30.68 2.94 88.9343 88.9343 88.9343 88.9343 250 400 340.5 13.307 3.200 111.88 283.75 OK 2.94 diperhitungkan 0.8
B 123 5.60 22.01 1.59 88.9343 88.9343 88.9343 88.9343 250 400 340.5 13.307 3.200 113.91 283.75 OK 1.59 diabaiakan -
240
Tabel 4.109 Penulangan Geser dan Puntir Portal 1 (Lanjutan)Po
rtal
Ting
kat
Balok
kontrol dimensi cek At/s Av/s Sendi Plastis Luar sendi plastis
S d/4 8*db 24 x hoop 300 Ø - Jarak-Tul
S d/2 Ø - Jarak-Tul
mm mm mm mm mm mm mm mm mm
1
Base
men
t B 21 - > - - - 1.66 94.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
B 22 - > - - - 2.18 71.00 135.13 152.00 240.00 300.00 10 - 70 220 270 10 - 200
B 23 - > - - - 1.86 84.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
1
B 24 2.3 < 3.1 tdk perlu diperbesar 0.23 3.03 72.00 134.75 176.00 240.00 300.00 10 +1kait silang - 70 220 270 10 - 200
B 25 1.2 < 3.1 tdk perlu diperbesar 0.21 1.92 67.00 134.75 176.00 240.00 300.00 10 - 60 190 270 10 - 190
B 26 2.3 < 3.1 tdk perlu diperbesar 0.24 2.20 96.00 134.75 176.00 240.00 300.00 10 +1kait silang - 90 150 270 10 - 150
2
B 27 0.7 < 3.1 tdk perlu diperbesar 0.20 3.16 69.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 210 270 10 - 200
B 28 5.2 > 3.1 - 0.40 3.42 61.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 122 270 10 +1kait silang - 120
B 29 - > - - - 2.18 71.00 134.75 176.00 240.00 300.00 10 - 70 220 270 10 - 200
3
B 30 - > - - - 2.53 61.00 134.75 176.00 240.00 300.00 10 - 60 220 270 10 - 200
B 31 1.2 < 3.1 tdk perlu diperbesar 0.41 1.93 100.00 134.75 176.00 240.00 300.00 10 +1kait silang - 100 120 270 10 - 120
B 32 - > - - - 1.93 81.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
4
B 33 1.2 < 3.1 tdk perlu diperbesar 0.33 1.69 66.00 135.13 152.00 240.00 300.00 10 - 60 220 270 10 - 200
B 34 0.9 < 3.1 tdk perlu diperbesar 0.31 1.39 77.00 135.13 152.00 240.00 300.00 10 - 70 220 270 10 - 200
B 35 1.0 < 3.1 tdk perlu diperbesar 0.25 1.51 78.00 135.13 152.00 240.00 300.00 10 - 70 220 270 10 - 200
Atap
B 121 0.8 < 3.1 tdk perlu diperbesar 0.19 1.37 89.00 85.13 152.00 240.00 300.00 10 - 80 290 170 10 - 170
B 123 - > - - - 1.39 112.00 85.13 152.00 240.00 300.00 10 - 80 350 170 10 - 170
241
Tabel 4.110 Penulangan Geser dan Puntir Portal 2P
orta
l
Tin
gk
at
Balok
Ln Vu Tu
Momen Mpr (KNm) b h d
D LVs Vs max cek
Tu max Cek kontrol dimensi
ujung kiri ujung kanan balok pengaruh puntir
m KN KN Mpr¯ Mpr ⁺ Mpr¯ Mpr ⁺ mm mm mm KN/m' KN/m' KN KN KN
2
Bas
emen
t B 64 3.50 11.87 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 14.039 16.163 215.10 540.50 OK - diabaiakan -
B 65 3.50 11.87 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 14.039 16.163 215.10 540.50 OK - diabaiakan -
B 66 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 17.148 21.333 241.54 540.50 OK - diabaiakan -
B 67 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 179.66 540.50 OK - diabaiakan -
1
B 68 3.50 108.22 22.60 364.2877 193.4657 364.2877 193.4657 300 600 539.0 15.307 6.667 270.89 539.00 OK 22.60 diperhitungkan 2.1
B 69 3.50 96.32 3.33 364.2877 193.4657 364.2877 193.4657 300 600 539.0 15.307 6.667 270.89 539.00 OK 3.33 diabaiakan -
B 70 5.50 49.56 3.92 281.7072 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 206.99 539.00 OK 3.92 diabaiakan -
B 71 5.50 56.20 3.06 281.7072 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 206.99 539.00 OK 3.06 diabaiakan -
2
B 72 3.60 120.28 29.40 441.2072 281.7072 364.2877 193.4657 300 600 539.0 15.307 6.667 299.34 539.00 OK 29.40 diperhitungkan 2.7
B 73 3.60 103.69 3.90 364.2877 193.4657 364.2877 193.4657 300 600 539.0 15.307 6.667 266.66 539.00 OK 3.90 diabaiakan -
B 74 5.60 55.30 3.46 281.7072 193.4657 281.7072 193.4657 300 600 539.0 18.869 8.829 230.63 539.00 OK 3.46 diabaiakan -
B 75 5.60 64.10 4.66 281.7072 193.4657 364.2877 193.4657 300 600 539.0 18.869 8.829 250.29 539.00 OK 4.66 diabaiakan -
3
B 76 3.60 125.18 27.22 441.2072 281.7072 441.2072 281.7072 300 600 539.0 15.307 6.667 327.83 539.00 OK 27.22 diperhitungkan 2.6
B 77 3.60 82.65 7.36 281.7072 281.7072 281.7072 193.4657 300 600 539.0 15.307 6.667 268.76 539.00 OK 7.36 diperhitungkan 0.8
B 78 5.60 45.17 7.60 281.7072 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 206.60 539.00 OK 7.60 diperhitungkan 0.6
B 79 5.60 50.17 3.84 281.7072 193.4657 281.7072 193.4657 300 600 539.0 18.869 8.829 230.63 539.00 OK 3.84 diabaiakan -
4
B 80 3.60 124.50 37.26 402.8214 215.5826 458.9358 281.1448 300 600 540.5 13.204 5.391 304.29 540.50 OK 37.26 diperhitungkan 3.3
B 81 3.60 58.02 2.58 215.5826 215.5826 215.5826 215.5826 300 600 540.5 15.307 6.667 219.77 540.50 OK 2.58 diabaiakan -
B 82 5.60 59.89 2.31 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 179.76 540.50 OK 2.31 diabaiakan -
B 83 5.60 62.69 5.77 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 179.76 540.50 OK 5.77 diperhitungkan 0.6
Atap
B 133 3.60 34.56 13.36 127.7327 88.9343 127.7327 88.9343 250 400 340.5 11.284 5.391 125.68 283.75 OK 13.36 diperhitungkan 3.2
B 85 3.60 21.20 2.86 88.9343 88.9343 88.9343 88.9343 250 400 340.5 11.284 5.391 111.31 283.75 OK 2.86 diperhitungkan 0.7
B 86 5.60 13.75 0.95 88.9343 88.9343 88.9343 88.9343 250 400 340.5 13.387 6.667 127.21 283.75 OK 0.95 diabaiakan -
242
Tabel 4.111 Penulangan Geser dan Puntir Portal 2 (Lanjutan)
Porta
l
Ting
kat
Balok
kontrol dimensi cek At/s Av/s Sendi Plastis Luar sendi plastis
S d/4 8*db 24 x hoop 300 Ø - Jarak-Tul
S d/2 Ø - Jarak-Tul
mm mm mm mm mm mm mm mm mm
2
Base
men
t
B 64 - > - - - 1.66 94.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
B 65 - > - - - 1.66 94.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
B 66 - > - - - 1.86 84.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 67 - > - - - 1.38 113.00 135.13 152.00 240.00 300.00 10 - 110 220 270 10 - 200
1
B 68 2.1 < 3.1 tdk perlu diperbesar 0.69 2.09 84.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 120 270 10 - 120
B 69 - > - - - 2.09 74.00 134.75 176.00 240.00 300.00 10 - 70 220 270 10 - 200
B 70 - > - - - 1.60 98.00 134.75 176.00 240.00 300.00 10 - 90 220 270 10 - 200
B 71 - > - - - 1.60 98.00 134.75 176.00 240.00 300.00 10 - 90 220 270 10 - 200
2
B 72 2.7 < 3.1 tdk perlu diperbesar 0.90 2.31 73.00 134.75 176.00 240.00 300.00 10 +1kait silang - 70 80 270 10 - 80
B 73 - > - - - 2.06 76.00 134.75 176.00 240.00 300.00 10 - 70 220 270 10 - 200
B 74 - > - - - 1.78 88.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
B 75 - > - - - 1.93 81.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
3
B 76 2.6 < 3.1 tdk perlu diperbesar 0.83 2.53 69.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 80 270 10 - 80
B 77 0.8 < 3.1 tdk perlu diperbesar 0.22 2.08 62.00 134.75 176.00 240.00 300.00 10 - 60 220 270 10 - 200
B 78 0.6 < 3.1 tdk perlu diperbesar 0.23 1.60 76.00 134.75 176.00 240.00 300.00 10 - 70 220 270 10 - 200
B 79 - > - - - 1.78 88.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
4
B 80 3.3 > 3.1 - 1.14 2.35 67.00 135.13 152.00 240.00 300.00 10 +1kait silang - 60 205 270 10 +1kait silang - 200
B 81 - > - - - 1.69 92.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
B 82 - > - - - 1.39 113.00 135.13 152.00 240.00 300.00 10 - 110 220 270 10 - 200
B 83 0.6 < 3.1 tdk perlu diperbesar 0.18 1.39 90.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
Atap
B 133 3.2 > 3.1 - 0.88 1.54 97.00 85.13 152.00 240.00 300.00 10 +1kait silang - 80 211 170 10 - 170
B 85 0.7 < 3.1 tdk perlu diperbesar 0.19 1.36 90.00 85.13 152.00 240.00 300.00 10 - 80 300 170 10 - 170
B 86 - > - - - 1.56 100.00 85.13 152.00 240.00 300.00 10 - 80 350 170 10 - 170
243
Tabel 4.112 Penulangan Geser dan Puntir Portal 3Po
rtal
Tin
gkat
Balok
Ln Vu Tu
Momen Mpr (KNm) b h d
D LVs Vs max cek
Tu max Cek kontrol dimensi
ujung kiri ujung kanan balok pengaruh puntir
m KN KN Mpr¯ Mpr ⁺ Mpr¯ Mpr ⁺ mm mm mm KN/m' KN/m' KN KN KN
3
Bas
emen
t
B 115 3.50 11.87 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 14.039 16.163 215.10 540.50 OK - diabaiakan -
B 116 3.50 11.87 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 14.039 16.163 215.10 540.50 OK - diabaiakan -
B 117 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 17.148 21.333 241.54 540.50 OK - diabaiakan -
B 118 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 179.66 540.50 OK - diabaiakan -
1
B 119 5.50 34.02 19.20 193.4657 193.4657 193.4657 193.4657 300 600 539.0 15.307 6.667 185.60 539.00 OK 19.20 diperhitungkan 1.5
B 120 3.50 50.25 1.98 193.4657 193.4657 193.4657 193.4657 300 600 539.0 15.307 6.667 205.82 539.00 OK 1.98 diabaiakan -
B 121. 3.50 58.44 2.69 193.4657 193.4657 193.4657 193.4657 300 600 539.0 15.307 6.667 205.82 539.00 OK 2.69 diabaiakan -
B 122. 5.50 28.29 3.95 193.4657 193.4657 193.4657 193.4657 300 600 539.0 15.307 6.667 185.60 539.00 OK 3.95 diabaiakan -
B 123. 5.50 30.92 3.11 193.4657 193.4657 193.4657 193.4657 300 600 539.0 15.307 6.667 185.60 539.00 OK 3.11 diabaiakan -
2
B 124. 5.60 79.65 34.03 364.2877 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 226.26 539.00 OK 34.03 diperhitungkan 2.8
B 125. 3.60 81.91 6.07 281.7072 193.4657 281.7072 193.4657 300 600 539.0 13.204 5.391 226.95 539.00 OK 6.07 diperhitungkan 0.7
B 126. 3.60 82.26 3.89 281.7072 193.4657 281.7072 193.4657 300 600 539.0 13.204 5.391 226.95 539.00 OK 3.89 diabaiakan -
B 127. 5.60 41.88 3.46 193.4657 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 206.60 539.00 OK 3.46 diabaiakan -
B 128. 5.60 74.66 3.31 281.7072 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 206.60 539.00 OK 3.31 diabaiakan -
3
B 146 5.60 51.03 39.29 281.7072 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 206.60 539.00 OK 39.29 diperhitungkan 3.0
B 130. 3.60 63.72 10.77 193.4657 193.4657 193.4657 193.4657 300 600 539.0 13.204 5.391 194.27 539.00 OK 10.77 diperhitungkan 1.0
B 131. 3.60 56.42 3.94 193.4657 193.4657 193.4657 193.4657 300 600 539.0 13.204 5.391 194.27 539.00 OK 3.94 diabaiakan -
B 132. 5.60 30.94 5.22 193.4657 193.4657 193.4657 193.4657 300 600 539.0 15.307 6.667 185.59 539.00 OK 5.22 diabaiakan -
B 133. 5.60 33.26 2.50 193.4657 193.4657 193.4657 193.4657 300 600 539.0 15.307 6.667 185.59 539.00 OK 2.50 diabaiakan -
4
B 134. 3.60 45.43 6.47 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 194.33 540.50 OK 6.47 diperhitungkan 0.6
B 135. 3.60 35.32 11.05 215.5826 146.8710 215.5826 146.8710 300 600 540.5 13.204 5.391 185.21 540.50 OK 11.05 diperhitungkan 0.9
B 136. 5.60 24.96 2.37 215.5826 146.8710 215.5826 146.8710 300 600 540.5 18.869 8.829 203.79 540.50 OK 2.37 diabaiakan -
B 137. 5.60 24.90 3.09 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 179.76 540.50 OK 3.09 diabaiakan -
Atap
B 138. 3.60 20.68 0.75 88.9343 88.9343 88.9343 88.9343 250 400 340.5 13.387 6.667 120.43 283.75 OK 0.75 diabaiakan -
B 139. 3.60 16.22 1.49 88.9343 88.9343 88.9343 88.9343 250 400 340.5 13.387 6.667 120.43 283.75 OK 1.49 diabaiakan -
B 140. 5.60 11.27 1.08 88.9343 88.9343 88.9343 88.9343 250 400 340.5 16.843 4.238 133.63 283.75 OK 1.08 diabaiakan -
244
Tabel 4.113 Penulangan Geser dan Puntir Portal 3 (Lanjutan)
3
Bas
emen
tB 115 - > - - - 1.66 94.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
B 116 - > - - - 1.66 94.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
B 117 - > - - - 1.86 84.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 118 - > - - - 1.38 113.00 135.13 152.00 240.00 300.00 10 - 110 220 270 10 - 200
1
B 119 1.5 < 3.1 tdk perlu diperbesar 0.59 1.43 60.00 134.75 176.00 240.00 300.00 10 - 60 120 270 10 - 120
B 120 - > - - - 1.59 98.00 134.75 176.00 240.00 300.00 10 - 90 220 270 10 - 200
B 121. - > - - - 1.59 98.00 134.75 176.00 240.00 300.00 10 - 90 220 270 10 - 200
B 122. - > - - - 1.43 109.00 134.75 176.00 240.00 300.00 10 - 100 220 270 10 - 200
B 123. - > - - - 1.43 109.00 134.75 176.00 240.00 300.00 10 - 100 220 270 10 - 200
2
B 124. 2.8 < 3.1 tdk perlu diperbesar 1.04 1.75 84.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 175 270 10 +1kait silang - 170
B 125. 0.7 < 3.1 tdk perlu diperbesar 0.19 1.75 73.00 134.75 176.00 240.00 300.00 10 - 70 220 270 10 - 200
B 126. - > - - - 1.75 89.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
B 127. - > - - - 1.60 98.00 134.75 176.00 240.00 300.00 10 - 90 220 270 10 - 200
B 128. - > - - - 1.60 98.00 134.75 176.00 240.00 300.00 10 - 90 220 270 10 - 200
3
B 146 3.0 < 3.1 tdk perlu diperbesar 1.20 1.60 84.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 170 270 10 +1kait silang - 170
B 130. 1.0 < 3.1 tdk perlu diperbesar 0.33 1.50 72.00 134.75 176.00 240.00 300.00 10 - 70 220 270 10 - 200
B 131. - > - - - 1.50 104.00 134.75 176.00 240.00 300.00 10 - 100 220 270 10 - 200
B 132. - > - - - 1.43 109.00 134.75 176.00 240.00 300.00 10 - 100 220 270 10 - 200
B 133. - > - - - 1.43 109.00 134.75 176.00 240.00 300.00 10 - 100 220 270 10 - 200
4
B 134. 0.6 < 3.1 tdk perlu diperbesar 0.20 1.50 82.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 135. 0.9 < 3.1 tdk perlu diperbesar 0.34 1.43 74.00 135.13 152.00 240.00 300.00 10 - 70 220 270 10 - 200
B 136. - > - - - 1.57 99.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
B 137. - > - - - 1.39 113.00 135.13 152.00 240.00 300.00 10 - 110 220 270 10 - 200
Atap
B 138. - > - - - 1.47 106.00 85.13 152.00 240.00 300.00 10 - 80 350 170 10 - 170
B 139. - > - - - 1.47 106.00 85.13 152.00 240.00 300.00 10 - 80 350 170 10 - 170
B 140. - > - - - 1.64 96.00 85.13 152.00 240.00 300.00 10 - 80 350 170 10 - 170
B 141. - > - - - 1.64 96.00 85.13 152.00 240.00 300.00 10 - 80 350 170 10 - 170
245
Tabel 4.114 Penulangan Geser dan Puntir Portal 4P
orta
l
Tin
gkat
Balok
Ln Vu Tu
Momen Mpr (KNm) b h d
D LVs Vs max cek
Tu max Cek kontrol dimensi
ujung kiri ujung kanan balok pengaruh puntir
m KN KN Mpr¯ Mpr ⁺ Mpr¯ Mpr ⁺ mm mm mm KN/m' KN/m' KN KN KN
4
Bas
emen
t B 169 3.50 11.87 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 14.039 16.163 215.10 540.50 OK - diabaiakan -
B 170 3.50 11.87 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 14.039 16.163 215.10 540.50 OK - diabaiakan -
B 171 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 17.148 21.333 241.54 540.50 OK - diabaiakan -
B 172 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 179.66 540.50 OK - diabaiakan -
1
B 173 5.50 34.58 19.18 193.4657 193.4657 193.4657 193.4657 300 600 539.0 15.307 6.667 185.60 539.00 OK 19.18 diperhitungkan 1.5
B 174 3.50 63.43 1.98 281.7072 193.4657 193.4657 193.4657 300 600 539.0 15.307 6.667 239.43 539.00 OK 1.98 diabaiakan -
B 175 3.50 64.60 2.66 281.7072 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 239.43 539.00 OK 2.66 diabaiakan -
B 176 5.50 34.30 4.02 193.4657 193.4657 193.4657 193.4657 300 600 539.0 15.307 6.667 185.60 539.00 OK 4.02 diabaiakan -
B 177 5.50 39.14 3.09 193.4657 193.4657 193.4657 193.4657 300 600 539.0 15.307 6.667 185.60 539.00 OK 3.09 diabaiakan -
2
B 178 5.60 84.73 34.00 441.2072 281.7072 364.2877 281.7072 300 600 539.0 15.307 6.667 265.59 539.00 OK 34.00 diperhitungkan 2.8
B 179 3.60 106.31 6.55 364.2877 193.4657 364.2877 193.4657 300 600 539.0 13.204 5.391 257.54 539.00 OK 6.55 diperhitungkan 0.9
B 180 3.60 107.73 3.92 364.2877 193.4657 364.2877 281.7072 300 600 539.0 13.204 5.391 290.22 539.00 OK 3.92 diabaiakan -
B 181 5.60 289.59 22.89 281.7072 193.4657 638.0000 364.2877 300 600 539.0 15.307 6.667 386.11 539.00 OK 22.89 diperhitungkan 4.9
B 183 5.60 63.51 3.21 281.7072 193.4657 364.2877 193.4657 300 600 539.0 15.307 6.667 226.26 539.00 OK 3.21 diabaiakan -
3
B 148 5.60 54.11 39.38 281.7072 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 206.60 539.00 OK 39.38 diperhitungkan 3.0
B 185 3.60 78.76 3.80 281.7072 193.4657 281.7072 193.4657 300 600 539.0 13.204 5.391 226.95 539.00 OK 3.80 diabaiakan -
B 186 3.60 73.56 2.43 281.7072 193.4657 281.7072 193.4657 300 600 539.0 13.204 5.391 226.95 539.00 OK 2.43 diabaiakan -
B 187 5.60 76.20 8.94 281.7072 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 206.60 539.00 OK 8.94 diperhitungkan 0.9
B 189 5.60 289.86 30.30 281.7072 193.4657 692.2757 441.2072 300 600 539.0 15.307 6.667 386.47 539.00 OK 30.30 diperhitungkan 5.5
4
B 190 3.60 60.61 4.98 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 194.33 540.50 OK 4.98 diabaiakan -
B 191 3.60 53.28 6.93 215.5826 146.8710 215.5826 146.8710 300 600 540.5 13.204 5.391 185.21 540.50 OK 6.93 diperhitungkan 0.6
B 192 5.60 91.73 24.41 215.5826 146.8710 215.5826 146.8710 300 600 540.5 18.869 8.829 203.79 540.50 OK 24.41 diperhitungkan 2.1
B 194 5.60 29.26 1.87 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 179.76 540.50 OK 1.87 diabaiakan -
Atap
B 195 3.60 15.85 1.13 88.9343 88.9343 88.9343 88.9343 250 400 340.5 13.387 6.667 120.43 283.75 OK 1.13 diabaiakan -
B 196 3.60 21.29 0.73 88.9343 88.9343 88.9343 88.9343 250 400 340.5 13.387 6.667 120.43 283.75 OK 0.73 diabaiakan -
B 197 5.60 11.01 1.27 88.9343 88.9343 88.9343 88.9343 250 400 340.5 16.843 4.238 133.63 283.75 OK 1.27 diabaiakan -
246
Tabel 4.115 Penulangan Geser dan Puntir Portal 4 (Lanjutan)Po
rtal
Ting
kat
Balok
kontrol dimensi cek At/s Av/s Sendi Plastis Luar sendi plastis
S d/4 8*db 24 x hoop 300 Ø - Jarak-Tul
S d/2 Ø - Jarak-Tul
mm mm mm mm mm mm mm mm mm
4
Base
men
t
B 169 - > - - - 1.66 94.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
B 170 - > - - - 1.66 94.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
B 171 - > - - - 1.86 84.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 172 - > - - - 1.38 113.00 135.13 152.00 240.00 300.00 10 - 110 220 270 10 - 200
1
B 173 1.5 < 3.1 tdk perlu diperbesar 0.59 1.43 60.00 134.75 176.00 240.00 300.00 10 - 60 120 270 10 - 120
B 174 - > - - - 1.85 84.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
B 175 - > - - - 1.85 84.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
B 176 - > - - - 1.43 109.00 134.75 176.00 240.00 300.00 10 - 100 220 270 10 - 200
B 177 - > - - - 1.43 109.00 134.75 176.00 240.00 300.00 10 - 100 220 270 10 - 200
2
B 178 2.8 < 3.1 tdk perlu diperbesar 1.04 2.05 76.00 134.75 176.00 240.00 300.00 10 +1kait silang - 70 156 270 10 +1kait silang - 150
B 179 0.9 < 3.1 tdk perlu diperbesar 0.20 1.99 65.00 134.75 176.00 240.00 300.00 10 - 60 220 270 10 - 200
B 180 - > - - - 2.24 69.00 134.75 176.00 240.00 300.00 10 - 60 220 270 10 - 200
B 181 4.9 > 3.1 - 0.70 2.98 63.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 128 270 10 +1kait silang - 120
B 183 - > - - - 1.75 89.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
3
B 148 3.0 < 3.1 tdk perlu diperbesar 1.20 1.60 84.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 170 270 10 +1kait silang - 170
B 185 - > - - - 1.75 89.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
B 186 - > - - - 1.75 89.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
B 187 0.9 < 3.1 tdk perlu diperbesar 0.27 1.60 73.00 134.75 176.00 240.00 300.00 10 - 70 210 270 10 - 200
B 189 5.5 > 3.1 - 0.92 2.99 60.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 115 270 10 +1kait silang - 110
4
B 190 - > - - - 1.50 104.00 135.13 152.00 240.00 300.00 10 - 100 220 270 10 - 200
B 191 0.6 < 3.1 tdk perlu diperbesar 0.21 1.43 84.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 192 2.1 < 3.1 tdk perlu diperbesar 0.74 1.57 101.00 135.13 152.00 240.00 300.00 10 +1kait silang - 100 90 270 10 - 90
B 194 - > - - - 1.39 113.00 135.13 152.00 240.00 300.00 10 - 110 220 270 10 - 200
Atap
B 195 - > - - - 1.47 106.00 85.13 152.00 240.00 300.00 10 - 80 350 170 10 - 170
B 196 - > - - - 1.47 106.00 85.13 152.00 240.00 300.00 10 - 80 350 170 10 - 170
B 197 - > - - - 1.64 96.00 85.13 152.00 240.00 300.00 10 - 80 350 170 10 - 170
247
Tabel 4.116 Penulangan Geser dan Puntir Portal 5Po
rtal
Tin
gkat
Balok
Ln Vu Tu
Momen Mpr (KNm) b h d
D LVs Vs max cek
Tu max Cek kontrol dimensi
ujung kiri ujung kanan balok pengaruh puntir
m KN KN Mpr¯ Mpr ⁺ Mpr¯ Mpr ⁺ mm mm mm KN/m' KN/m' KN KN KN
5
Bas
emen
t B 224 3.50 11.87 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 14.039 16.163 215.10 540.50 OK - diabaiakan - >
B 225 3.50 11.87 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 14.039 16.163 215.10 540.50 OK - diabaiakan - >
B 134 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 17.148 21.333 241.54 540.50 OK - diabaiakan - >
B 226 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 179.66 540.50 OK - diabaiakan - >
1
B 227 3.50 138.48 15.45 512.4658 281.7072 441.2072 281.7072 300 600 539.0 15.307 6.667 360.96 539.00 OK 15.45 diperhitungkan 1.9 <
B 228 3.50 124.35 2.65 441.2072 281.7072 441.2072 281.7072 300 600 539.0 15.307 6.667 333.81 539.00 OK 2.65 diabaiakan - >
B 229 5.50 79.44 4.02 364.2877 193.4657 364.2877 281.7072 300 600 539.0 15.307 6.667 248.40 539.00 OK 4.02 diabaiakan - >
B 230 5.50 72.41 3.12 364.2877 193.4657 364.2877 193.4657 300 600 539.0 15.307 6.667 227.01 539.00 OK 3.12 diabaiakan - >
2
B 231 3.60 132.75 18.36 441.2072 281.7072 441.2072 281.7072 300 600 539.0 15.307 6.667 327.83 539.00 OK 18.36 diperhitungkan 2.0 <
B 232 3.60 116.64 4.73 364.2877 193.4657 364.2877 281.7072 300 600 539.0 15.307 6.667 299.34 539.00 OK 4.73 diabaiakan - >
B 233 5.60 270.16 22.97 281.7072 193.4657 193.4657 193.4657 300 600 539.0 18.869 8.829 360.22 539.00 OK 22.97 diperhitungkan 4.5 >
B 235 5.60 71.10 3.58 364.2877 193.4657 364.2877 193.4657 300 600 539.0 18.869 8.829 250.29 539.00 OK 3.58 diabaiakan - >
3
B 236 3.60 92.65 15.72 364.2877 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 266.66 539.00 OK 15.72 diperhitungkan 1.5 <
B 237 3.60 83.62 4.14 281.7072 193.4657 281.7072 193.4657 300 600 539.0 15.307 6.667 236.07 539.00 OK 4.14 diabaiakan - >
B 238 5.60 265.30 30.55 281.7072 193.4657 193.4657 193.4657 300 600 539.0 15.307 6.667 353.73 539.00 OK 30.55 diperhitungkan 4.9 >
B 240 5.60 49.82 3.49 281.7072 193.4657 281.7072 193.4657 300 600 539.0 18.869 8.829 230.63 539.00 OK 3.49 diabaiakan - >
4
B 241 3.60 78.04 22.15 281.1448 146.8710 281.1448 146.8710 300 600 540.5 13.204 5.391 209.49 540.50 OK 22.15 diperhitungkan 1.9 <
B 242 3.60 57.57 6.01 215.5826 146.8710 215.5826 215.5826 300 600 540.5 15.307 6.667 219.77 540.50 OK 6.01 diperhitungkan 0.6 <
B 243 5.60 272.32 24.58 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 363.10 540.50 OK 24.58 diperhitungkan 4.6 >
B 245 5.60 32.39 5.97 281.1448 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 195.37 540.50 OK 5.97 diperhitungkan 0.5 <
Atap
B 136 3.60 18.82 14.30 88.9343 88.9343 88.9343 88.9343 250 400 340.5 11.284 5.391 111.31 283.75 OK 14.30 diperhitungkan 3.3 >
B 247 3.60 10.26 2.46 88.9343 88.9343 88.9343 88.9343 250 400 340.5 11.284 5.391 111.31 283.75 OK 2.46 diperhitungkan 0.6 <
B 248 5.60 11.56 1.18 88.9343 88.9343 88.9343 88.9343 250 400 340.5 13.387 6.667 127.21 283.75 OK 1.18 diabaiakan - >
248
Tabel 4.117 Penulangan Geser dan Puntir Portal 5 (Lanjutan)Po
rtal
Tin
gkat
Balok
kontrol dimensi cek At/s Av/s Sendi Plastis Luar sendi plastis
S d/4 8*db 24 x hoop 300 Ø - Jarak-Tul
S d/2 Ø - Jarak-Tul
mm mm mm mm mm mm mm mm mm
5
Bas
emen
t
B 224 - > - - - 1.66 94.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
B 225 - > - - - 1.66 94.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
B 134 - > - - - 1.86 84.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
B 226 - > - - - 1.38 113.00 135.13 152.00 240.00 300.00 10 - 110 220 270 10 - 200
1
B 227 1.9 < 3.1 tdk perlu diperbesar 0.47 2.79 72.00 134.75 176.00 240.00 300.00 10 +1kait silang - 70 130 270 10 - 130
B 228 - > - - - 2.58 60.00 134.75 176.00 240.00 300.00 10 - 60 220 270 10 - 200
B 229 - > - - - 1.92 81.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
B 230 - > - - - 1.75 89.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
2
B 231 2.0 < 3.1 tdk perlu diperbesar 0.56 2.53 76.00 134.75 176.00 240.00 300.00 10 +1kait silang - 70 120 270 10 - 120
B 232 - > - - - 2.31 67.00 134.75 176.00 240.00 300.00 10 - 60 220 270 10 - 200
B 233 4.5 > 3.1 - 0.70 2.78 67.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 130 270 10 +1kait silang - 130
B 235 - > - - - 1.93 81.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
3
B 236 1.5 < 3.1 tdk perlu diperbesar 0.48 2.06 92.00 134.75 176.00 240.00 300.00 10 +1kait silang - 90 150 270 10 - 150
B 237 - > - - - 1.82 86.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
B 238 4.9 > 3.1 - 0.93 2.73 64.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 115 270 10 +1kait silang - 110
B 240 - > - - - 1.78 88.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
4
B 241 1.9 < 3.1 tdk perlu diperbesar 0.68 1.61 102.00 135.13 152.00 240.00 300.00 10 +1kait silang - 100 140 270 10 - 140
B 242 0.6 < 3.1 tdk perlu diperbesar 0.18 1.69 76.00 135.13 152.00 240.00 300.00 10 - 70 220 270 10 - 200
B 243 4.6 > 3.1 - 0.75 2.80 66.00 135.13 152.00 240.00 300.00 10 +1kait silang - 60 124 270 10 +1kait silang - 120
B 245 0.5 < 3.1 tdk perlu diperbesar 0.18 1.51 83.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
Atap
B 136 3.3 > 3.1 - 0.94 1.36 102.00 85.13 152.00 240.00 300.00 10 +1kait silang - 80 218 170 10 - 170
B 247 0.6 < 3.1 tdk perlu diperbesar 0.16 1.36 93.00 85.13 152.00 240.00 300.00 10 - 80 340 170 10 - 170
B 248 - > - - - 1.56 100.00 85.13 152.00 240.00 300.00 10 - 80 350 170 10 - 170
249
Tabel 4.118 Penulangan Geser dan Puntir Portal 6Po
rtal
Tin
gkat
Balok
Ln Vu Tu
Momen Mpr (KNm) b h d
D LVs Vs max cek
Tu max Cek
ujung kiri ujung kanan balok pengaruh puntir
m KN KN Mpr¯ Mpr ⁺ Mpr¯ Mpr ⁺ mm mm mm KN/m' KN/m' KN KN KN
6
Bas
emen
t B 270 3.50 14.84 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 14.039 16.163 215.10 540.50 OK - diabaiakan
B 271 5.50 17.81 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 21.137 27.967 283.42 540.50 OK - diabaiakan
B 272 5.50 14.84 - 215.5826 146.8710 215.5826 146.8710 300 600 540.5 17.148 21.333 241.54 540.50 OK - diabaiakan
1
B 273 3.50 213.30 7.43 441.2072 281.7072 441.2072 281.7072 300 600 539.0 15.307 6.667 333.81 539.00 OK 7.43 diperhitungkan
B 274 5.50 131.59 6.78 578.0634 364.2877 578.0634 364.2877 300 600 539.0 15.307 6.667 320.24 539.00 OK 6.78 diperhitungkan
B 275 5.50 213.61 7.75 441.2072 281.7072 441.2072 281.7072 300 600 539.0 15.307 6.667 284.81 539.00 OK 7.75 diperhitungkan
2
B 276 3.60 76.16 6.65 578.0634 364.2877 512.4658 281.7072 300 600 539.0 15.307 6.667 384.81 539.00 OK 6.65 diperhitungkan
B 277 5.60 332.20 13.27 364.2877 193.4657 364.2877 281.7072 300 600 539.0 15.307 6.667 442.93 539.00 OK 13.27 diperhitungkan
B 278 5.60 74.94 4.22 441.2072 281.7072 441.2072 281.7072 300 600 539.0 15.307 6.667 265.59 539.00 OK 4.22 diabaiakan
3
B 279 3.60 92.94 4.83 364.2877 193.4657 364.2877 281.7072 300 600 539.0 15.307 6.667 299.34 539.00 OK 4.83 diabaiakan
B 280 5.60 73.80 13.53 281.7072 193.4657 281.7072 281.7072 300 600 539.0 18.869 8.829 251.64 539.00 OK 13.53 diperhitungkan
B 281 5.60 91.72 2.75 281.7072 193.4657 364.2877 281.7072 300 600 539.0 18.869 8.829 251.64 539.00 OK 2.75 diabaiakan
4
B 282 3.60 104.21 10.84 215.5826 146.8710 215.5826 146.8710 300 600 540.5 15.307 6.667 194.33 540.50 OK 10.84 diperhitungkan
B 283 5.60 66.23 10.29 215.5826 146.8710 215.5826 215.5826 300 600 540.5 15.307 6.667 196.12 540.50 OK 10.29 diperhitungkan
B 284 5.60 102.89 8.13 215.5826 146.8710 215.5826 215.5826 300 600 540.5 15.307 6.667 196.12 540.50 OK 8.13 diperhitungkan
Atap
B 127 3.60 30.68 2.94 88.9343 88.9343 88.9343 88.9343 250 400 340.5 13.307 3.200 111.88 283.75 OK 2.94 diperhitungkan
B 129 5.60 22.01 1.59 88.9343 88.9343 88.9343 88.9343 250 400 340.5 13.307 3.200 113.91 283.75 OK 1.59 diabaiakan
250
Tabel 4.119 Penulangan Geser dan Puntir Portal 6 (Lanjutan)Po
rtal
Tin
gkat
Balok
kontrol dimensi cek At/s Av/s Sendi Plastis Luar sendi plastis
S d/4 8*db 24 x hoop 300 Ø - Jarak-Tul
S d/2 Ø - Jarak-Tul
mm mm mm mm mm mm mm mm mm
6
Bas
emen
t B 270 - > - - - 1.66 94.00 135.13 152.00 240.00 300.00 10 - 90 220 270 10 - 200
B 271 - > - - - 2.18 71.00 135.13 152.00 240.00 300.00 10 - 70 220 270 10 - 200
B 272 - > - - - 1.86 84.00 135.13 152.00 240.00 300.00 10 - 80 220 270 10 - 200
1
B 273 2.3 < 3.1 tdk perlu diperbesar 0.23 2.58 83.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 220 270 10 - 200
B 274 1.2 < 3.1 tdk perlu diperbesar 0.21 2.48 87.00 134.75 176.00 240.00 300.00 10 +1kait silang - 80 140 270 10 - 140
B 275 2.3 < 3.1 tdk perlu diperbesar 0.24 2.20 96.00 134.75 176.00 240.00 300.00 10 +1kait silang - 90 150 270 10 - 150
2
B 276 0.7 < 3.1 tdk perlu diperbesar 0.20 2.97 74.00 134.75 176.00 240.00 300.00 10 +1kait silang - 70 220 270 10 - 200
B 277 5.2 > 3.1 - 0.40 3.42 61.00 134.75 176.00 240.00 300.00 10 +1kait silang - 60 118 270 10 +1kait silang - 110
B 278 - > - - - 2.05 76.00 134.75 176.00 240.00 300.00 10 - 70 220 270 10 - 200
3
B 279 - > - - - 2.31 67.00 134.75 176.00 240.00 300.00 10 - 60 220 270 10 - 200
B 280 1.2 < 3.1 tdk perlu diperbesar 0.41 1.95 99.00 134.75 176.00 240.00 300.00 10 +1kait silang - 90 120 270 10 - 120
B 281 - > - - - 1.95 80.00 134.75 176.00 240.00 300.00 10 - 80 220 270 10 - 200
4
B 282 1.2 < 3.1 tdk perlu diperbesar 0.33 1.50 72.00 135.13 152.00 240.00 300.00 10 - 70 220 270 10 - 200
B 283 0.9 < 3.1 tdk perlu diperbesar 0.31 1.51 73.00 135.13 152.00 240.00 300.00 10 - 70 200 270 10 - 200
B 284 1.0 < 3.1 tdk perlu diperbesar 0.25 1.51 78.00 135.13 152.00 240.00 300.00 10 - 70 220 270 10 - 200
Atap
B 127 0.8 < 3.1 tdk perlu diperbesar 0.19 1.37 89.00 85.13 152.00 240.00 300.00 10 - 80 290 170 10 - 170
B 129 - > - - - 1.39 112.00 85.13 152.00 240.00 300.00 10 - 80 350 170 10 - 170
251
Tabel 4.120 Panjang Penyaluran Balok Portal A
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
l
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m)
1 B 288Ujung kiri 155.472 155.472 10.20 5.50 84.577 -28.493 22.780 5.099 -84.577 132.692 1.754 539.0 2.2934442548 1.754
Ujung kanan 155.472 155.472 10.20 5.50 84.577 -28.493 45.021 5.099 -84.577 110.450 1.429 539.0 1.9680194063 1.429
2 B 290Ujung kiri 155.472 224.716 10.20 5.50 97.167 -41.083 22.780 5.099 -97.167 201.936 2.374 539.0 2.9129567895 2.374
Ujung kanan 224.716 155.472 10.20 5.50 97.167 -41.083 45.021 5.099 -97.167 179.695 2.075 539.0 2.6143413436 2.075
Atap B 292Ujung kiri 88.934 88.934 10.12 5.50 60.177 -4.502 22.780 5.061 -60.177 66.154 1.226 540.5 1.766180569 1.226
Ujung kanan 88.934 88.934 10.12 5.50 60.177 -4.502 45.021 5.061 -60.177 43.913 0.781 540.5 1.3215334857 0.781
252
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
Base
men
t
B 294Ujung kiri 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.83423971044 2.294 2.834
Ujung kanan 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.83423971044 2.294 2.834
B 295Ujung kiri 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.00111134459 2.461 3.001
Ujung kanan 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.00111134459 2.461 3.001
B 296Ujung kiri 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.83423971044 2.294 2.834
Ujung kanan 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.83423971044 2.294 2.834
1
B 297Ujung kiri 281.707 193.466 8.34 4.50 124.366 -86.822 242.011 4.172 -124.366 39.697 0.323 539.0 0.86168571075 0.323 0.862
Ujung kanan 281.707 193.466 8.34 4.50 124.366 -86.822 242.011 4.172 -124.366 39.697 0.323 539.0 0.86168571075 0.323 0.862
B 298Ujung kiri 193.466 281.707 10.20 5.50 114.437 -58.353 195.094 5.099 -114.437 86.614 0.784 539.0 1.32327276972 0.784 1.323
Ujung kanan 281.707 193.466 10.20 5.50 114.437 -58.353 195.094 5.099 -114.437 86.614 0.784 539.0 1.32327276972 0.784 1.323
B 300Ujung kiri 281.707 193.466 8.34 4.50 124.366 -86.822 291.707 4.172 -124.366 -10.000 -0.080 539.0 0.45880677116 -0.080 0.459
Ujung kanan 281.707 193.466 8.34 4.50 124.366 -86.822 291.707 4.172 -124.366 -10.000 -0.080 539.0 0.45880677116 -0.080 0.459
2
B 301Ujung kiri 364.288 193.466 8.53 4.60 140.866 -101.635 104.952 4.264 -140.866 259.336 1.957 539.0 2.4959397962 1.957 2.496
Ujung kanan 281.707 193.466 8.53 4.60 122.914 -83.683 104.952 4.264 -122.914 176.756 1.518 539.0 2.05698780912 1.518 2.057
B 302Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 71.789 5.191 -113.923 209.918 2.031 539.0 2.5695035431 2.031 2.570
Ujung kanan 281.707 193.466 10.38 5.60 113.923 -55.782 71.789 5.191 -113.923 209.918 2.031 539.0 2.5695035431 2.031 2.570
B 304Ujung kiri 281.707 193.466 8.53 4.60 122.914 -83.683 84.017 4.264 -122.914 197.690 1.710 539.0 2.24878179769 1.710 2.249
Ujung kanan 364.288 193.466 8.53 4.60 140.866 -101.635 84.017 4.264 -140.866 280.270 2.127 539.0 2.66551227583 2.127 2.666
3
B 305Ujung kiri 441.207 281.707 8.53 4.60 176.771 -137.540 131.229 4.264 -176.771 309.979 1.835 539.0 2.37377113124 1.835 2.374
Ujung kanan 364.288 193.466 8.53 4.60 140.866 -101.635 131.229 4.264 -140.866 233.059 1.747 539.0 2.28584544965 1.747 2.286
B 306Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 86.569 5.191 -113.923 195.138 1.873 539.0 2.41170416221 1.873 2.412
Ujung kanan 281.707 193.466 10.38 5.60 113.923 -55.782 86.569 5.191 -113.923 195.138 1.873 539.0 2.41170416221 1.873 2.412
B 308Ujung kiri 364.288 193.466 8.53 4.60 140.866 -101.635 99.617 4.264 -140.866 264.671 2.000 539.0 2.53896318032 2.000 2.539
Ujung kanan 441.207 281.707 8.53 4.60 176.771 -137.540 99.617 4.264 -176.771 341.590 2.032 539.0 2.5709960848 2.032 2.571
4
B 309Ujung kiri 458.936 281.145 8.53 4.60 180.502 -141.272 146.395 4.264 -180.502 312.541 1.809 540.5 2.34929864418 1.809 2.349
Ujung kanan 402.821 215.583 8.53 4.60 154.051 -114.820 146.395 4.264 -154.051 256.427 1.749 540.5 2.28975719914 1.749 2.290
B 309Ujung kiri 343.558 215.583 10.38 5.60 128.917 -70.776 98.177 5.191 -128.917 245.381 2.077 540.5 2.61763044945 2.077 2.618
Ujung kanan 215.583 146.871 10.38 5.60 93.795 -35.653 98.177 5.191 -93.795 117.405 1.353 540.5 1.89355467887 1.353 1.894
B 312Ujung kiri 402.821 215.583 8.53 4.60 154.051 -114.820 112.241 4.264 -154.051 290.580 1.997 540.5 2.53710750689 1.997 2.537
Ujung kanan 458.936 281.145 8.53 4.60 180.502 -141.272 112.241 4.264 -180.502 346.695 2.017 540.5 2.55731227214 2.017 2.557
Ata
p
B 138Ujung kiri 127.733 88.934 8.47 4.60 66.574 -27.629 42.448 4.233 -66.574 85.284 1.407 340.5 1.74740513055 1.407 1.747
Ujung kanan 127.733 88.934 8.47 4.60 66.574 -27.629 42.448 4.233 -66.574 85.284 1.407 340.5 1.74740513055 1.407 1.747
B 314Ujung kiri 88.934 127.733 10.31 5.60 67.550 -9.831 41.702 5.153 -67.550 86.030 1.429 340.5 1.76998101182 1.429 1.770
Ujung kanan 127.733 88.934 10.31 5.60 67.550 -9.831 41.702 5.153 -67.550 86.030 1.429 340.5 1.76998101182 1.429 1.770
Tabel 4.122 Panjang Penyaluran Balok Portal C
254
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
Bas
emen
t
B 317Ujung kiri 215.583 146.871 14.07 6.50 101.492 -10.032 12.122 7.035 -101.492 203.461 2.406 540.5 2.94646991012 2.406 2.946
Ujung kanan 215.583 146.871 14.07 6.50 101.492 -10.032 12.122 7.035 -101.492 203.461 2.406 540.5 2.94646991012 2.406 2.946
B 318Ujung kiri 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.83423971044 2.294 2.834
Ujung kanan 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.83423971044 2.294 2.834
B 319Ujung kiri 145.611 145.611 11.91 5.50 85.691 -20.208 8.906 5.953 -85.691 136.706 1.827 540.5 2.36779331487 1.827 2.368
Ujung kanan 145.611 145.611 11.91 5.50 85.691 -20.208 8.906 5.953 -85.691 136.706 1.827 540.5 2.36779331487 1.827 2.368
B 320Ujung kiri 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.83423971044 2.294 2.834
Ujung kanan 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.83423971044 2.294 2.834
B 321Ujung kiri 215.583 146.871 14.07 6.50 101.492 -10.032 12.122 7.035 -101.492 203.461 2.406 540.5 2.94646991012 2.406 2.946
Ujung kanan 215.583 146.871 14.07 6.50 101.492 -10.032 12.122 7.035 -101.492 203.461 2.406 540.5 2.94646991012 2.406 2.946
1
B 322Ujung kiri 281.707 193.466 12.05 6.50 112.269 -33.938 483.527 6.026 -112.269 -201.820 -1.651 539.0 -1.11229527174 -1.651 -1.112
Ujung kanan 364.288 193.466 12.05 6.50 124.974 -46.642 483.527 6.026 -124.974 -119.239 -0.914 539.0 -0.37484963101 -0.914 -0.375
B 326Ujung kiri 692.276 441.207 8.34 4.50 270.657 -233.113 231.617 4.172 -270.657 460.658 1.749 539.0 2.28815669216 1.749 2.288
Ujung kanan 692.276 441.207 8.34 4.50 270.657 -233.113 231.617 4.172 -270.657 460.658 1.749 539.0 2.28815669216 1.749 2.288
B 327Ujung kiri 578.063 364.288 10.20 5.50 199.378 -143.295 193.960 5.099 -199.378 384.103 2.032 539.0 2.57110179138 2.032 2.571
Ujung kanan 578.063 364.288 10.20 5.50 199.378 -143.295 193.960 5.099 -199.378 384.103 2.032 539.0 2.57110179138 2.032 2.571
B 329Ujung kiri 692.276 441.207 8.34 4.50 270.657 -233.113 232.853 4.172 -270.657 459.423 1.744 539.0 2.28333366051 1.744 2.283
Ujung kanan 692.276 441.207 8.34 4.50 270.657 -233.113 232.853 4.172 -270.657 459.423 1.744 539.0 2.28333366051 1.744 2.283
B 330Ujung kiri 578.063 364.288 12.05 6.50 184.143 -105.811 221.399 6.026 -184.143 356.665 2.078 539.0 2.6172173196 2.078 2.617
Ujung kanan 638.000 364.288 12.05 6.50 193.364 -115.032 221.399 6.026 -193.364 416.601 2.323 539.0 2.86159341352 2.323 2.862
2
B 332Ujung kiri 281.707 281.707 12.24 6.60 125.746 -44.986 126.862 6.118 -125.746 154.845 1.316 539.0 1.85463132686 1.316 1.855
Ujung kanan 281.707 193.466 12.24 6.60 112.376 -31.616 126.862 6.118 -112.376 154.845 1.501 539.0 2.03950315582 1.501 2.040
B 334Ujung kiri 281.707 281.707 8.53 4.60 142.097 -102.866 67.326 4.264 -142.097 214.382 1.584 539.0 2.12299627295 1.584 2.123
Ujung kanan 281.707 193.466 8.53 4.60 122.914 -83.683 67.326 4.264 -122.914 214.382 1.865 539.0 2.40380586112 1.865 2.404
B 335Ujung kiri 193.466 193.466 10.38 5.60 98.166 -40.024 77.631 5.191 -98.166 115.835 1.265 539.0 1.80356268129 1.265 1.804
Ujung kanan 193.466 193.466 10.38 5.60 98.166 -40.024 77.631 5.191 -98.166 115.835 1.265 539.0 1.80356268129 1.265 1.804
B 337Ujung kiri 193.466 281.707 8.53 4.60 122.914 -83.683 66.094 4.264 -122.914 215.613 1.876 539.0 2.41532128743 1.876 2.415
Ujung kanan 281.707 193.466 8.53 4.60 122.914 -83.683 66.094 4.264 -122.914 215.613 1.876 539.0 2.41532128743 1.876 2.415
B 338Ujung kiri 193.466 193.466 14.09 7.60 104.456 2.631 83.184 7.045 -104.456 110.281 1.144 539.0 1.68305200643 1.144 1.683
Tabel 4.123 Panjang Penyaluran Balok Portal C (Lanjutan)
255
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
3
B 340Ujung kiri 281.707 441.207 12.24 6.60 149.913 -69.152 273.297 6.118 -149.913 167.910 1.177 539.0 1.71555042442 1.177 1.716
Ujung kanan 281.707 281.707 12.24 6.60 125.746 -44.986 273.297 6.118 -125.746 8.410 0.067 539.0 0.60610382639 0.067 0.606
B 342Ujung kiri 281.707 441.207 8.53 4.60 176.771 -137.540 140.327 4.264 -176.771 300.880 1.778 539.0 2.31738535716 1.778 2.317
Ujung kanan 441.207 281.707 8.53 4.60 176.771 -137.540 140.327 4.264 -176.771 300.880 1.778 539.0 2.31738535716 1.778 2.317
B 343Ujung kiri 638.000 441.207 10.38 5.60 221.786 -163.645 121.564 5.191 -221.786 516.436 2.472 539.0 3.01050186458 2.472 3.011
Ujung kanan 638.000 364.288 10.38 5.60 208.051 -149.909 121.564 5.191 -208.051 516.436 2.659 539.0 3.19762451962 2.659 3.198
B 345Ujung kiri 193.466 146.871 8.53 4.60 93.602 -54.371 138.246 4.264 -93.602 55.220 0.607 539.0 1.14571200567 0.607 1.146
Ujung kanan 441.207 281.145 8.53 4.60 176.648 -137.418 138.246 4.264 -176.648 302.961 1.793 539.0 2.33162338751 1.793 2.332
B 346Ujung kiri 193.466 402.821 14.09 7.60 132.002 -24.915 110.823 7.045 -132.002 291.998 2.563 539.0 3.10153794397 2.563 3.102
Ujung kanan 441.207 215.583 14.09 7.60 139.963 -32.876 110.823 7.045 -139.963 330.384 2.738 539.0 3.27680114763 2.738 3.277
4
B 348Ujung kiri 215.583 127.733 12.24 6.60 92.398 -11.637 260.824 6.118 -92.398 -45.241 -0.475 540.5 0.06578739819 -0.475 0.066
Ujung kanan 281.145 88.934 12.24 6.60 96.453 -15.692 260.824 6.118 -96.453 20.321 0.214 540.5 0.75407930007 0.214 0.754
B 350.Ujung kiri 343.558 127.733 8.53 4.60 122.070 -82.839 126.913 4.264 -122.070 216.645 1.901 540.5 2.44150015112 1.901 2.442
Ujung kanan 402.821 88.934 8.53 4.60 126.519 -87.288 126.913 4.264 -126.519 275.908 2.370 540.5 2.91059893968 2.370 2.911
B 351Ujung kiri 215.583 127.733 10.38 5.60 90.377 -32.236 112.505 5.191 -90.377 103.077 1.227 540.5 1.76750336986 1.227 1.768
Ujung kanan 343.558 88.934 10.38 5.60 106.301 -48.160 112.505 5.191 -106.301 231.053 2.472 540.5 3.01247156686 2.472 3.012
B 353Ujung kiri 215.583 402.821 8.53 4.60 154.051 -114.820 126.106 4.264 -154.051 276.716 1.896 540.5 2.43624118906 1.896 2.436
Ujung kanan 402.821 215.583 8.53 4.60 154.051 -114.820 126.106 4.264 -154.051 276.716 1.896 540.5 2.43624118906 1.896 2.436
B 354Ujung kiri 215.583 402.821 14.09 7.60 134.912 -27.825 102.703 7.045 -134.912 300.118 2.569 540.5 3.10975174885 2.569 3.110
Ujung kanan 402.821 215.583 14.09 7.60 134.912 -27.825 102.703 7.045 -134.912 300.118 2.569 540.5 3.10975174885 2.569 3.110
Atap
B 356Ujung kiri 88.934 127.733 12.15 6.60 72.914 7.258 51.655 6.074 -72.914 76.077 1.154 340.5 1.49488078342 1.154 1.495
Ujung kanan 127.733 88.934 12.15 6.60 72.914 7.258 51.655 6.074 -72.914 76.077 1.154 340.5 1.49488078342 1.154 1.495
B 358Ujung kiri 88.934 127.733 8.47 4.60 66.574 -27.629 37.242 4.233 -66.574 90.490 1.503 340.5 1.84335854184 1.503 1.843
Ujung kanan 127.733 88.934 8.47 4.60 66.574 -27.629 37.242 4.233 -66.574 90.490 1.503 340.5 1.84335854184 1.503 1.843
B 359Ujung kiri 88.934 127.733 10.31 5.60 67.550 -9.831 45.815 5.153 -67.550 81.917 1.352 340.5 1.69269378786 1.352 1.693
Ujung kanan 127.733 88.934 10.31 5.60 67.550 -9.831 45.815 5.153 -67.550 81.917 1.352 340.5 1.69269378786 1.352 1.693
B 361Ujung kiri 88.934 127.733 8.47 4.60 66.574 -27.629 37.210 4.233 -66.574 90.523 1.503 340.5 1.843963952 1.503 1.844
Ujung kanan 127.733 88.934 8.47 4.60 66.574 -27.629 37.210 4.233 -66.574 90.523 1.503 340.5 1.843963952 1.503 1.844
B 362Ujung kiri 88.934 127.733 13.99 7.60 81.662 24.645 51.391 6.994 -81.662 76.341 1.025 340.5 1.36528376002 1.025 1.365
Tabel 4.124 Panjang Penyaluran Balok Portal D
256
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
Bas
emen
t
B 364Ujung kiri 215.583 146.871 14.07 6.50 101.492 -10.032 12.122 7.035 -101.492 203.461 2.406 540.5 2.94646991012 2.406 2.946
Ujung kanan 215.583 146.871 14.07 6.50 101.492 -10.032 12.122 7.035 -101.492 203.461 2.406 540.5 2.94646991012 2.406 2.946
B 365Ujung kiri 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.83423971044 2.294 2.834
Ujung kanan 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.83423971044 2.294 2.834
B 366Ujung kiri 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.00111134459 2.461 3.001
Ujung kanan 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.00111134459 2.461 3.001
B 367Ujung kiri 215.583 146.871 8.34 4.50 99.317 -61.773 6.185 4.172 -99.317 209.398 2.338 540.5 2.87846720191 2.338 2.878
Ujung kanan 215.583 146.871 8.34 4.50 99.317 -61.773 6.185 4.172 -99.317 209.398 2.338 540.5 2.87846720191 2.338 2.878
B 368Ujung kiri 215.583 146.871 12.05 6.50 94.928 -16.596 12.122 6.026 -94.928 203.461 2.559 540.5 3.0994765422 2.559 3.099
Ujung kanan 215.583 146.871 12.05 6.50 94.928 -16.596 12.122 6.026 -94.928 203.461 2.559 540.5 3.0994765422 2.559 3.099
1
B 369Ujung kiri 193.466 281.707 12.05 6.50 112.269 -33.938 394.298 6.026 -112.269 -112.590 -0.954 539.0 -0.4150131031 -0.954 -0.415
Ujung kanan 364.288 193.466 12.05 6.50 124.974 -46.642 394.298 6.026 -124.974 -30.010 -0.237 539.0 0.30158805822 -0.237 0.302
B 373Ujung kiri 638.000 364.288 8.34 4.50 241.502 -203.959 217.534 4.172 -241.502 420.466 1.797 539.0 2.33580948507 1.797 2.336
Ujung kanan 281.707 638.000 8.34 4.50 223.151 -185.608 217.534 4.172 -223.151 420.466 1.956 539.0 2.49472055887 1.956 2.495
B 374Ujung kiri 578.063 364.288 10.20 5.50 199.378 -143.295 182.299 5.099 -199.378 395.764 2.097 539.0 2.63649472367 2.097 2.636
Ujung kanan 281.707 578.063 10.20 5.50 184.364 -128.280 182.299 5.099 -184.364 395.764 2.292 539.0 2.83091554724 2.292 2.831
B 376Ujung kiri 638.000 364.288 8.34 4.50 241.502 -203.959 218.466 4.172 -241.502 419.534 1.793 539.0 2.33169521659 1.793 2.332
Ujung kanan 281.707 638.000 8.34 4.50 223.151 -185.608 218.466 4.172 -223.151 419.534 1.951 539.0 2.49021495131 1.951 2.490
B 377Ujung kiri 578.063 364.288 12.05 6.50 184.143 -105.811 210.714 6.026 -184.143 367.349 2.146 539.0 2.68454499132 2.146 2.685
Ujung kanan 281.707 578.063 12.05 6.50 171.438 -93.107 210.714 6.026 -171.438 367.349 2.334 539.0 2.87325671039 2.334 2.873
2
B 379Ujung kiri 281.707 281.707 12.24 6.60 125.746 -44.986 427.000 6.118 -125.746 -145.293 -1.097 539.0 -0.557905373 -1.097 -0.558
Ujung kanan 281.707 193.466 12.24 6.60 112.376 -31.616 427.000 6.118 -112.376 -145.293 -1.213 539.0 -0.6738315988 -1.213 -0.674
B 382Ujung kiri 281.707 281.707 8.53 4.60 142.097 -102.866 80.091 4.264 -142.097 201.616 1.485 539.0 2.02404402553 1.485 2.024
Ujung kanan 281.707 193.466 8.53 4.60 122.914 -83.683 80.091 4.264 -122.914 201.616 1.746 539.0 2.28507221076 1.746 2.285
B 383Ujung kiri 281.707 281.707 10.38 5.60 129.680 -71.539 103.498 5.191 -129.680 178.209 1.459 539.0 1.9984867483 1.459 1.998
Ujung kanan 281.707 193.466 10.38 5.60 113.923 -55.782 103.498 5.191 -113.923 178.209 1.695 539.0 2.23424912893 1.695 2.234
B 385Ujung kiri 193.466 281.707 8.53 4.60 122.914 -83.683 78.632 4.264 -122.914 203.075 1.760 539.0 2.29858956186 1.760 2.299
Ujung kanan 281.707 193.466 8.53 4.60 122.914 -83.683 78.632 4.264 -122.914 203.075 1.760 539.0 2.29858956186 1.760 2.299
B 386Ujung kiri 193.466 281.707 14.09 7.60 116.066 -8.979 63.356 7.045 -116.066 218.352 2.166 539.0 2.70505943692 2.166 2.705
Tabel 4.125 Panjang Penyaluran Balok Portal D (Lanjutan)
257
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
3
B 388Ujung kiri 281.707 364.288 12.24 6.60 138.258 -57.498 323.523 6.118 -138.258 40.765 0.299 539.0 0.83779537355 0.299 0.838
Ujung kanan 281.707 281.707 12.24 6.60 125.746 -44.986 323.523 6.118 -125.746 -41.816 -0.327 539.0 0.21167103192 -0.327 0.212
B 391Ujung kiri 512.466 364.288 8.53 4.60 210.214 -170.983 170.863 4.264 -210.214 341.603 1.682 539.0 2.22144490859 1.682 2.221
Ujung kanan 512.466 281.707 8.53 4.60 192.262 -153.031 170.863 4.264 -192.262 341.603 1.853 539.0 2.39190810733 1.853 2.392
B 392Ujung kiri 512.466 281.707 10.38 5.60 170.887 -112.746 148.790 5.191 -170.887 363.676 2.287 539.0 2.82605609439 2.287 2.826
Ujung kanan 578.063 364.288 10.38 5.60 197.348 -139.206 148.790 5.191 -197.348 429.273 2.316 539.0 2.85535120868 2.316 2.855
B 394Ujung kiri 512.466 146.871 8.53 4.60 162.949 -123.719 167.582 4.264 -162.949 344.884 2.249 539.0 2.78785176441 2.249 2.788
Ujung kanan 512.466 281.145 8.53 4.60 192.139 -152.909 167.582 4.264 -192.139 344.884 1.873 539.0 2.4118064499 1.873 2.412
B 395Ujung kiri 441.207 458.936 14.09 7.60 171.983 -64.896 134.359 7.045 -171.983 324.577 2.061 539.0 2.60031476339 2.061 2.600
Ujung kanan 512.466 281.145 14.09 7.60 157.966 -50.879 134.359 7.045 -157.966 378.107 2.725 539.0 3.26370241855 2.725 3.264
4
B 397Ujung kiri 215.583 88.934 12.24 6.60 86.519 -5.759 470.140 6.118 -86.519 -254.558 -2.500 540.5 -1.9596819524 -2.500 -1.960
Ujung kanan 215.583 88.934 12.24 6.60 86.519 -5.759 470.140 6.118 -86.519 -254.558 -2.500 540.5 -1.9596819524 -2.500 -1.960
B 400Ujung kiri 281.145 127.733 8.53 4.60 108.502 -69.271 145.750 4.264 -108.502 135.395 1.316 540.5 1.85641789464 1.316 1.856
Ujung kanan 458.936 88.934 8.53 4.60 138.718 -99.487 145.750 4.264 -138.718 313.186 2.441 540.5 2.98137289745 2.441 2.981
B 401Ujung kiri 215.583 88.934 10.38 5.60 83.449 -25.307 131.574 5.191 -83.449 84.009 1.079 540.5 1.61965484731 1.079 1.620
Ujung kanan 402.821 88.934 10.38 5.60 116.884 -58.743 131.574 5.191 -116.884 271.247 2.627 540.5 3.16769729467 2.627 3.168
B 403Ujung kiri 215.583 458.936 8.53 4.60 166.250 -127.019 143.003 4.264 -166.250 315.933 2.003 540.5 2.54378408791 2.003 2.544
Ujung kanan 458.936 281.145 8.53 4.60 180.502 -141.272 143.003 4.264 -180.502 315.933 1.829 540.5 2.36985460993 1.829 2.370
B 404Ujung kiri 215.583 402.821 14.09 7.60 134.912 -27.825 116.825 7.045 -134.912 285.996 2.428 540.5 2.96811791575 2.428 2.968
Ujung kanan 458.936 281.145 14.09 7.60 150.923 -43.836 116.825 7.045 -150.923 342.111 2.577 540.5 3.11723715422 2.577 3.117
Atap
B 406Ujung kiri 127.733 88.934 12.15 6.60 72.914 7.258 59.218 6.074 -72.914 68.514 1.028 340.5 1.36811611218 1.028 1.368
Ujung kanan 127.733 88.934 12.15 6.60 72.914 7.258 59.218 6.074 -72.914 68.514 1.028 340.5 1.36811611218 1.028 1.368
B 408Ujung kiri 127.733 127.733 8.47 4.60 75.008 -36.063 41.524 4.233 -75.008 86.209 1.235 340.5 1.57595962821 1.235 1.576
Ujung kanan 127.733 88.934 8.47 4.60 66.574 -27.629 41.524 4.233 -66.574 86.209 1.424 340.5 1.76433647697 1.424 1.764
B 409Ujung kiri 127.733 88.934 10.31 5.60 67.550 -9.831 57.439 5.153 -67.550 70.293 1.140 340.5 1.48021930306 1.140 1.480
Ujung kanan 127.733 88.934 10.31 5.60 67.550 -9.831 57.439 5.153 -67.550 70.293 1.140 340.5 1.48021930306 1.140 1.480
B 411Ujung kiri 127.733 88.934 8.47 4.60 66.574 -27.629 41.178 4.233 -66.574 86.555 1.430 340.5 1.77069699075 1.430 1.771
Ujung kanan 162.752 88.934 8.47 4.60 74.187 -35.242 41.178 4.233 -74.187 121.574 1.830 340.5 2.17030976995 1.830 2.170
B 412Ujung kiri 127.733 88.934 13.99 7.60 81.662 24.645 62.540 6.994 -81.662 65.192 0.862 340.5 1.20244440378 0.862 1.202
Tabel 4.126 Panjang Penyaluran Balok Portal E
258
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
Bas
emen
t
B 414Ujung kiri 215.583 146.871 14.07 6.50 101.492 -10.032 12.122 7.035 -101.492 203.461 2.406 540.5 2.9464699101 2.406 2.946
Ujung kanan 215.583 146.871 14.07 6.50 101.492 -10.032 12.122 7.035 -101.492 203.461 2.406 540.5 2.9464699101 2.406 2.946
B 415Ujung kiri 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.8342397104 2.294 2.834
Ujung kanan 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.8342397104 2.294 2.834
B 416Ujung kiri 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
Ujung kanan 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
B 417Ujung kiri 215.583 146.871 8.34 4.50 99.317 -61.773 6.185 4.172 -99.317 209.398 2.338 540.5 2.8784672019 2.338 2.878
Ujung kanan 215.583 146.871 8.34 4.50 99.317 -61.773 6.185 4.172 -99.317 209.398 2.338 540.5 2.8784672019 2.338 2.878
B 418Ujung kiri 215.583 146.871 12.05 6.50 94.928 -16.596 12.122 6.026 -94.928 203.461 2.559 540.5 3.0994765422 2.559 3.099
Ujung kanan 215.583 458.936 12.05 6.50 142.938 -64.606 12.122 6.026 -142.938 446.814 3.704 540.5 4.2449081761 3.704 4.245
1
B 419Ujung kiri 512.466 281.707 12.05 6.50 161.346 -83.015 132.641 6.026 -161.346 379.825 2.608 539.0 3.1471353623 2.608 3.147
Ujung kanan 281.707 441.207 12.05 6.50 150.383 -72.052 132.641 6.026 -150.383 308.566 2.256 539.0 2.7947456051 2.256 2.795
B 421Ujung kiri 512.466 364.288 8.34 4.50 213.606 -176.062 169.912 4.172 -213.606 342.553 1.657 539.0 2.1963100763 1.657 2.196
Ujung kanan 364.288 512.466 8.34 4.50 213.606 -176.062 169.912 4.172 -213.606 342.553 1.657 539.0 2.1963100763 1.657 2.196
B 422Ujung kiri 441.207 281.707 10.20 5.50 159.481 -103.397 141.158 5.099 -159.481 300.049 2.011 539.0 2.5496553176 2.011 2.550
Ujung kanan 281.707 441.207 10.20 5.50 159.481 -103.397 141.158 5.099 -159.481 300.049 2.011 539.0 2.5496553176 2.011 2.550
B 424Ujung kiri 512.466 364.288 8.34 4.50 213.606 -176.062 170.598 4.172 -213.606 341.868 1.654 539.0 2.1928775274 1.654 2.193
Ujung kanan 364.288 512.466 8.34 4.50 213.606 -176.062 170.598 4.172 -213.606 341.868 1.654 539.0 2.1928775274 1.654 2.193
B 425Ujung kiri 441.207 281.707 12.05 6.50 150.383 -72.052 166.543 6.026 -150.383 274.664 1.984 539.0 2.523168735 1.984 2.523
Ujung kanan 281.707 512.466 12.05 6.50 161.346 -83.015 166.543 6.026 -161.346 345.923 2.350 539.0 2.8892616294 2.350 2.889
2
B 427Ujung kiri 364.288 364.288 12.24 6.60 150.770 -70.010 123.794 6.118 -150.770 240.494 1.714 539.0 2.2533664005 1.714 2.253
Ujung kanan 281.707 193.466 12.24 6.60 112.376 -31.616 123.794 6.118 -112.376 157.913 1.533 539.0 2.0722057524 1.533 2.072
B 429Ujung kiri 364.288 281.707 8.53 4.60 160.049 -120.818 100.728 4.264 -160.049 263.560 1.726 539.0 2.2651279589 1.726 2.265
Ujung kanan 364.288 193.466 8.53 4.60 140.866 -101.635 100.728 4.264 -140.866 263.560 1.991 539.0 2.5299924941 1.991 2.530
B 430Ujung kiri 281.707 281.707 10.38 5.60 129.680 -71.539 96.303 5.191 -129.680 185.405 1.522 539.0 2.0614953045 1.522 2.061
Ujung kanan 281.707 193.466 10.38 5.60 113.923 -55.782 96.303 5.191 -113.923 185.405 1.770 539.0 2.309255722 1.770 2.309
B 432Ujung kiri 364.288 193.466 8.53 4.60 140.866 -101.635 97.908 4.264 -140.866 266.379 2.014 539.0 2.5527699709 2.014 2.553
Ujung kanan 364.288 193.466 8.53 4.60 140.866 -101.635 97.908 4.264 -140.866 266.379 2.014 539.0 2.5527699709 2.014 2.553
B 433Ujung kiri 281.707 281.707 14.09 7.60 127.677 -20.590 78.381 7.045 -127.677 203.327 1.764 539.0 2.303261574 1.764 2.303
Tabel 4.127 Panjang Penyaluran Balok Portal E (Lanjutan)
259
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
3
B 435Ujung kiri 638.000 364.288 12.24 6.60 192.242 -111.482 212.931 6.118 -192.242 425.069 2.393 539.0 2.9324254737 2.393 2.932
Ujung kanan 578.063 364.288 12.24 6.60 183.161 -102.400 212.931 6.118 -183.161 365.132 2.148 539.0 2.6865654487 2.148 2.687
B 437Ujung kiri 638.000 364.288 8.53 4.60 237.504 -198.273 213.929 4.264 -237.504 424.071 1.847 539.0 2.3857653144 1.847 2.386
Ujung kanan 638.000 364.288 8.53 4.60 237.504 -198.273 213.929 4.264 -237.504 424.071 1.847 539.0 2.3857653144 1.847 2.386
B 438Ujung kiri 578.063 364.288 10.38 5.60 197.348 -139.206 186.163 5.191 -197.348 391.901 2.102 539.0 2.6410720109 2.102 2.641
Ujung kanan 578.063 364.288 10.38 5.60 197.348 -139.206 186.163 5.191 -197.348 391.901 2.102 539.0 2.6410720109 2.102 2.641
B 440Ujung kiri 638.000 343.558 8.53 4.60 232.997 -193.767 206.410 4.264 -232.997 431.590 1.920 539.0 2.4587883945 1.920 2.459
Ujung kanan 638.000 281.145 8.53 4.60 219.429 -180.199 206.410 4.264 -219.429 431.590 2.048 539.0 2.5874140806 2.048 2.587
B 441Ujung kiri 578.063 343.558 14.09 7.60 174.809 -67.722 166.107 7.045 -174.809 411.956 2.637 539.0 3.1758119367 2.637 3.176
Ujung kanan 638.000 343.558 14.09 7.60 182.696 -75.609 166.107 7.045 -182.696 471.893 2.909 539.0 3.4483445067 2.909 3.448
4
B 443Ujung kiri 561.717 88.934 12.24 6.60 138.964 -58.203 185.472 6.118 -138.964 376.245 3.142 540.5 3.6827130659 3.142 3.683
Ujung kanan 511.901 88.934 12.24 6.60 131.416 -50.656 185.472 6.118 -131.416 326.429 2.866 540.5 3.4069823135 2.866 3.407
B 445Ujung kiri 561.717 127.733 8.53 4.60 169.496 -130.265 173.638 4.264 -169.496 388.079 2.439 540.5 2.979807994 2.439 2.980
Ujung kanan 561.717 88.934 8.53 4.60 161.061 -121.831 173.638 4.264 -161.061 388.079 2.587 540.5 3.127156469 2.587 3.127
B 446Ujung kiri 511.901 88.934 10.38 5.60 136.363 -78.221 155.189 5.191 -136.363 356.712 2.946 540.5 3.4868915751 2.946 3.487
Ujung kanan 511.901 88.934 10.38 5.60 136.363 -78.221 155.189 5.191 -136.363 356.712 2.946 540.5 3.4868915751 2.946 3.487
B 448Ujung kiri 511.901 281.145 8.53 4.60 192.017 -152.786 167.741 4.264 -192.017 344.160 1.870 540.5 2.4105039814 1.870 2.411
Ujung kanan 511.901 281.145 8.53 4.60 192.017 -152.786 167.741 4.264 -192.017 344.160 1.870 540.5 2.4105039814 1.870 2.411
B 449Ujung kiri 458.936 281.145 14.09 7.60 150.923 -43.836 138.260 7.045 -150.923 320.676 2.392 540.5 2.9323220456 2.392 2.932
Ujung kanan 561.717 343.558 14.09 7.60 172.659 -65.572 138.260 7.045 -172.659 423.456 2.764 540.5 3.3048839623 2.764 3.305
Atap
B 451Ujung kiri 162.752 88.934 12.15 6.60 78.220 1.952 62.660 6.074 -78.220 100.092 1.441 340.5 1.7813124284 1.441 1.781
Ujung kanan 127.733 88.934 12.15 6.60 72.914 7.258 62.660 6.074 -72.914 65.073 0.971 340.5 1.3114946642 0.971 1.311
B 453Ujung kiri 162.752 127.733 8.47 4.60 82.621 -43.676 48.075 4.233 -82.621 114.677 1.504 340.5 1.8443501061 1.504 1.844
Ujung kanan 162.752 88.934 8.47 4.60 74.187 -35.242 48.075 4.233 -74.187 114.677 1.713 340.5 2.0537685574 1.713 2.054
B 454Ujung kiri 162.752 88.934 10.31 5.60 73.803 -16.085 60.367 5.153 -73.803 102.385 1.556 340.5 1.8969265916 1.556 1.897
Ujung kanan 162.752 88.934 10.31 5.60 73.803 -16.085 60.367 5.153 -73.803 102.385 1.556 340.5 1.8969265916 1.556 1.897
B 456Ujung kiri 162.752 88.934 8.47 4.60 74.187 -35.242 47.597 4.233 -74.187 115.155 1.721 340.5 2.0617956685 1.721 2.062
Ujung kanan 193.992 127.733 8.47 4.60 89.413 -50.468 47.597 4.233 -89.413 146.395 1.789 340.5 2.1292912238 1.789 2.129
B 457Ujung kiri 127.733 88.934 13.99 7.60 81.662 24.645 71.446 6.994 -81.662 56.287 0.736 340.5 1.0761089591 0.736 1.076
Tabel 4.128 Panjang Penyaluran Balok Portal F
260
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
Bas
emen
t
B 459Ujung kiri 215.583 146.871 14.07 6.50 101.492 -10.032 12.122 7.035 -101.492 203.461 2.406 540.5 2.9464699101 2.406 2.946
Ujung kanan 215.583 146.871 14.07 6.50 101.492 -10.032 12.122 7.035 -101.492 203.461 2.406 540.5 2.9464699101 2.406 2.946
B 460Ujung kiri 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.8342397104 2.294 2.834
Ujung kanan 215.583 146.871 9.74 4.50 102.463 -58.627 6.185 4.871 -102.463 209.398 2.294 540.5 2.8342397104 2.294 2.834
B 461Ujung kiri 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
Ujung kanan 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
B 462Ujung kiri 215.583 146.871 8.34 4.50 99.317 -61.773 6.185 4.172 -99.317 209.398 2.338 540.5 2.8784672019 2.338 2.878
Ujung kanan 215.583 146.871 8.34 4.50 99.317 -61.773 6.185 4.172 -99.317 209.398 2.338 540.5 2.8784672019 2.338 2.878
B 463Ujung kiri 215.583 146.871 12.05 6.50 94.928 -16.596 12.122 6.026 -94.928 203.461 2.559 540.5 3.0994765422 2.559 3.099
Ujung kanan 215.583 146.871 12.05 6.50 94.928 -16.596 12.122 6.026 -94.928 203.461 2.559 540.5 3.0994765422 2.559 3.099
1
B 464Ujung kiri 512.466 364.288 12.05 6.50 174.051 -95.719 131.586 6.026 -174.051 380.880 2.385 539.0 2.9242957736 2.385 2.924
Ujung kanan 441.207 364.288 12.05 6.50 163.088 -84.757 131.586 6.026 -163.088 309.621 2.054 539.0 2.5934311509 2.054 2.593
B 466Ujung kiri 512.466 364.288 8.34 4.50 213.606 -176.062 169.177 4.172 -213.606 343.289 1.661 539.0 2.199990928 1.661 2.200
Ujung kanan 512.466 364.288 8.34 4.50 213.606 -176.062 169.177 4.172 -213.606 343.289 1.661 539.0 2.199990928 1.661 2.200
B 467Ujung kiri 441.207 364.288 10.20 5.50 174.495 -118.412 140.976 5.099 -174.495 300.231 1.817 539.0 2.3560375796 1.817 2.356
Ujung kanan 441.207 364.288 10.20 5.50 174.495 -118.412 140.976 5.099 -174.495 300.231 1.817 539.0 2.3560375796 1.817 2.356
B 469Ujung kiri 512.466 364.288 8.34 4.50 213.606 -176.062 169.253 4.172 -213.606 343.212 1.661 539.0 2.1996089501 1.661 2.200
Ujung kanan 512.466 364.288 8.34 4.50 213.606 -176.062 169.253 4.172 -213.606 343.212 1.661 539.0 2.1996089501 1.661 2.200
B 470Ujung kiri 441.207 281.707 12.05 6.50 150.383 -72.052 164.781 6.026 -150.383 276.426 1.998 539.0 2.5371130851 1.998 2.537
Ujung kanan 512.466 364.288 12.05 6.50 174.051 -95.719 164.781 6.026 -174.051 347.685 2.159 539.0 2.6979704692 2.159 2.698
2
B 472Ujung kiri 364.288 364.288 12.24 6.60 150.770 -70.010 110.551 6.118 -150.770 253.737 1.817 539.0 2.3558946637 1.817 2.356
Ujung kanan 364.288 193.466 12.24 6.60 124.888 -44.128 110.551 6.118 -124.888 253.737 2.288 539.0 2.827218478 2.288 2.827
B 474Ujung kiri 364.288 281.707 8.53 4.60 160.049 -120.818 110.654 4.264 -160.049 253.634 1.658 539.0 2.1969635615 1.658 2.197
Ujung kanan 364.288 193.466 8.53 4.60 140.866 -101.635 110.654 4.264 -140.866 253.634 1.911 539.0 2.4500902509 1.911 2.450
B 475Ujung kiri 364.288 281.707 10.38 5.60 144.427 -86.286 96.334 5.191 -144.427 267.953 1.999 539.0 2.5379025316 1.999 2.538
Ujung kanan 364.288 193.466 10.38 5.60 128.670 -70.528 96.334 5.191 -128.670 267.953 2.295 539.0 2.8339899133 2.295 2.834
B 477Ujung kiri 364.288 281.707 8.53 4.60 160.049 -120.818 110.102 4.264 -160.049 254.186 1.662 539.0 2.2007457834 1.662 2.201
Ujung kanan 364.288 193.466 8.53 4.60 140.866 -101.635 110.102 4.264 -140.866 254.186 1.916 539.0 2.454520649 1.916 2.455
B 478Ujung kiri 364.288 281.707 14.09 7.60 138.543 -31.456 87.296 7.045 -138.543 276.992 2.259 539.0 2.7977723835 2.259 2.798
Tabel 4.129 Panjang Penyaluran Balok Portal F (Lanjutan)
261
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
3
B 480Ujung kiri 578.063 364.288 12.24 6.60 183.161 -102.400 182.660 6.118 -183.161 395.403 2.342 539.0 2.8809947888 2.342 2.881
Ujung kanan 512.466 281.707 12.24 6.60 160.709 -79.949 182.660 6.118 -160.709 329.806 2.244 539.0 2.7828662853 2.244 2.783
B 482Ujung kiri 578.063 364.288 8.53 4.60 224.474 -185.244 183.477 4.264 -224.474 394.587 1.821 539.0 2.3598049066 1.821 2.360
Ujung kanan 578.063 364.288 8.53 4.60 224.474 -185.244 183.477 4.264 -224.474 394.587 1.821 539.0 2.3598049066 1.821 2.360
B 483Ujung kiri 512.466 281.707 10.38 5.60 170.887 -112.746 160.507 5.191 -170.887 351.959 2.208 539.0 2.7466474212 2.208 2.747
Ujung kanan 512.466 281.707 10.38 5.60 170.887 -112.746 160.507 5.191 -170.887 351.959 2.208 539.0 2.7466474212 2.208 2.747
B 485Ujung kiri 578.063 281.145 8.53 4.60 206.400 -167.169 182.009 4.264 -206.400 396.055 2.002 539.0 2.540648133 2.266 2.541
Ujung kanan 578.063 281.145 8.53 4.60 206.400 -167.169 182.009 4.264 -206.400 396.055 2.002 539.0 2.540648133 2.002 2.541
B 486Ujung kiri 512.466 281.145 14.09 7.60 157.966 -50.879 145.293 7.045 -157.966 367.173 2.634 539.0 3.1727533766 2.634 3.173
Ujung kanan 578.063 281.145 14.09 7.60 166.597 -59.510 145.293 7.045 -166.597 432.771 2.971 539.0 3.5099788402 2.971 3.510
4
B 488Ujung kiri 511.901 88.934 12.24 6.60 131.416 -50.656 164.158 6.118 -131.416 347.743 3.091 540.5 3.6314145245 3.091 3.631
Ujung kanan 458.936 88.934 12.24 6.60 123.391 -42.631 164.158 6.118 -123.391 294.778 2.769 540.5 3.309717866 2.769 3.310
B 490Ujung kiri 511.901 127.733 8.53 4.60 158.666 -119.435 153.268 4.264 -158.666 358.632 2.417 540.5 2.9578441632 2.417 2.958
Ujung kanan 511.901 88.934 8.53 4.60 150.232 -111.001 153.268 4.264 -150.232 358.632 2.575 540.5 3.1159698757 2.575 3.116
B 491Ujung kiri 458.936 88.934 10.38 5.60 126.905 -68.763 137.480 5.191 -126.905 321.456 2.870 540.5 3.4104847397 2.870 3.410
Ujung kanan 458.936 88.934 10.38 5.60 126.905 -68.763 137.480 5.191 -126.905 321.456 2.870 540.5 3.4104847397 2.870 3.410
B 493Ujung kiri 511.901 281.145 8.53 4.60 192.017 -152.786 152.976 4.264 -192.017 358.925 1.954 540.5 2.4945350114 1.954 2.495
Ujung kanan 511.901 281.145 8.53 4.60 192.017 -152.786 152.976 4.264 -192.017 358.925 1.954 540.5 2.4945350114 1.954 2.495
B 494Ujung kiri 458.936 281.145 14.09 7.60 150.923 -43.836 124.203 7.045 -150.923 334.733 2.513 540.5 3.0531214653 2.513 3.053
Ujung kanan 511.901 281.145 14.09 7.60 157.892 -50.805 124.203 7.045 -157.892 387.698 2.807 540.5 3.3475603481 2.807 3.348
Atap
B 496Ujung kiri 162.752 88.934 12.15 6.60 78.220 1.952 58.065 6.074 -78.220 104.687 1.517 340.5 1.8575596809 1.517 1.858
Ujung kanan 127.733 88.934 12.15 6.60 72.914 7.258 58.065 6.074 -72.914 69.667 1.047 340.5 1.3872339042 1.047 1.387
B 142Ujung kiri 162.752 127.733 8.47 4.60 82.621 -43.676 44.606 4.233 -82.621 118.146 1.554 340.5 1.894138769 1.554 1.894
Ujung kanan 162.752 88.934 8.47 4.60 74.187 -35.242 44.606 4.233 -74.187 118.146 1.772 340.5 2.1121384487 1.772 2.112
B 499Ujung kiri 127.733 88.934 10.31 5.60 67.550 -9.831 47.629 5.153 -67.550 80.104 1.318 340.5 1.6589697577 1.318 1.659
Ujung kanan 127.733 88.934 10.31 5.60 67.550 -9.831 47.629 5.153 -67.550 80.104 1.318 340.5 1.6589697577 1.318 1.659
B 144Ujung kiri 162.752 88.934 8.47 4.60 74.187 -35.242 44.362 4.233 -74.187 118.390 1.776 340.5 2.1162587646 1.776 2.116
Ujung kanan 162.752 88.934 8.47 4.60 74.187 -35.242 44.362 4.233 -74.187 118.390 1.776 340.5 2.1162587646 1.776 2.116
B 502Ujung kiri 127.733 88.934 13.99 7.60 81.662 24.645 59.442 6.994 -81.662 68.291 0.907 340.5 1.2471603156 0.907 1.247
Tabel 4.130 Panjang Penyaluran Balok Portal 1
262
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
Base
men
t
B 21Ujung kiri 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
Ujung kanan 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
B 22Ujung kiri 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
Ujung kanan 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
B 23Ujung kiri 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
Ujung kanan 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
1
B 24Ujung kiri 578.063 364.288 6.49 3.50 280.599 -257.887 158.021 3.245 -280.599 420.042 1.524 539.0 2.0627962272 1.524 2.063
Ujung kanan 512.466 281.707 6.49 3.50 238.262 -215.551 158.021 3.245 -238.262 354.444 1.519 539.0 2.0580444281 1.519 2.058
B 25Ujung kiri 364.288 193.466 10.20 5.50 129.451 -73.368 120.803 5.099 -129.451 243.485 2.046 539.0 2.5847217731 2.046 2.585
Ujung kanan 364.288 281.707 10.20 5.50 145.495 -89.412 120.803 5.099 -145.495 243.485 1.785 539.0 2.3241596081 1.785 2.324
B 26Ujung kiri 441.207 281.707 10.20 5.50 159.481 -103.397 144.442 5.099 -159.481 296.766 1.987 539.0 2.5260511674 1.987 2.526
Ujung kanan 441.207 281.707 10.20 5.50 159.481 -103.397 144.442 5.099 -159.481 296.766 1.987 539.0 2.5260511674 1.987 2.526
2
B 27Ujung kiri 578.063 364.288 6.67 3.60 273.778 -249.750 162.025 3.337 -273.778 416.039 1.549 539.0 2.0878624977 1.549 2.088
Ujung kanan 578.063 364.288 6.67 3.60 273.778 -249.750 162.025 3.337 -273.778 416.039 1.549 539.0 2.0878624977 1.549 2.088
B 28Ujung kiri 441.207 281.707 10.38 5.60 158.163 -100.021 130.755 5.191 -158.163 310.452 2.109 539.0 2.6478346118 2.109 2.648
Ujung kanan 441.207 281.707 10.38 5.60 158.163 -100.021 130.755 5.191 -158.163 310.452 2.109 539.0 2.6478346118 2.109 2.648
B 29Ujung kiri 441.207 281.707 10.38 5.60 158.163 -100.021 163.340 5.191 -158.163 277.867 1.872 539.0 2.4108479824 1.872 2.411
Ujung kanan 512.466 281.707 10.38 5.60 170.887 -112.746 163.340 5.191 -170.887 349.126 2.189 539.0 2.7275160817 2.189 2.728
3
B 30Ujung kiri 441.207 281.707 6.67 3.60 212.823 -188.796 118.690 3.337 -212.823 322.517 1.553 539.0 2.0922530482 1.553 2.092
Ujung kanan 441.207 281.707 6.67 3.60 212.823 -188.796 118.690 3.337 -212.823 322.517 1.553 539.0 2.0922530482 1.553 2.092
B 31Ujung kiri 364.288 193.466 10.38 5.60 128.670 -70.528 103.123 5.191 -128.670 261.164 2.230 539.0 2.7694416559 2.230 2.769
Ujung kanan 364.288 193.466 10.38 5.60 128.670 -70.528 103.123 5.191 -128.670 261.164 2.230 539.0 2.7694416559 2.230 2.769
B 32Ujung kiri 364.288 193.466 10.38 5.60 128.670 -70.528 121.891 5.191 -128.670 242.397 2.054 539.0 2.593103024 2.054 2.593
Ujung kanan 364.288 193.466 10.38 5.60 128.670 -70.528 121.891 5.191 -128.670 242.397 2.054 539.0 2.593103024 2.054 2.593
4
B 33Ujung kiri 281.145 146.871 6.67 3.60 130.907 -106.879 59.695 3.337 -130.907 221.450 1.772 540.5 2.3121759128 1.772 2.312
Ujung kanan 215.583 146.871 6.67 3.60 112.695 -88.668 59.695 3.337 -112.695 155.888 1.445 540.5 1.985608374 1.445 1.986
B 33Ujung kiri 215.583 146.871 10.38 5.60 93.795 -35.653 60.681 5.191 -93.795 154.902 1.839 540.5 2.3790953435 1.839 2.379
Ujung kanan 215.583 146.871 10.38 5.60 93.795 -35.653 60.681 5.191 -93.795 154.902 1.839 540.5 2.3790953435 1.839 2.379
B 35Ujung kiri 215.583 215.583 10.38 5.60 106.064 -47.923 72.843 5.191 -106.064 142.740 1.448 540.5 1.9889722022 1.448 1.989
Ujung kanan 215.583 146.871 10.38 5.60 93.795 -35.653 72.843 5.191 -93.795 142.740 1.678 540.5 2.2180999589 1.678 2.218
Ata
p
B 121Ujung kiri 88.934 88.934 6.63 3.60 61.334 -37.481 12.903 3.313 -61.334 76.032 1.336 340.5 1.6765407658 1.336 1.677
Ujung kanan 88.934 88.934 6.63 3.60 61.334 -37.481 12.903 3.313 -61.334 76.032 1.336 340.5 1.6765407658 1.336 1.677
B 123Ujung kiri 88.934 88.934 10.31 5.60 60.621 -2.903 13.817 5.153 -60.621 75.117 1.408 340.5 1.7480455439 1.408 1.748
Ujung kanan 88.934 88.934 10.31 5.60 60.621 -2.903 13.817 5.153 -60.621 75.117 1.408 340.5 1.7480455439 1.408 1.748
263
Tabel 4.131 Panjang Penyaluran Balok Portal 2
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
Bas
emen
t
B 64Ujung kiri 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
Ujung kanan 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
B 65Ujung kiri 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
Ujung kanan 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
B 66Ujung kiri 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
Ujung kanan 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
B 67Ujung kiri 215.583 146.871 10.20 5.50 93.942 -37.859 8.906 5.099 -93.942 206.677 2.554 540.5 3.0945745524 2.554 3.095
Ujung kanan 215.583 146.871 10.20 5.50 93.942 -37.859 8.906 5.099 -93.942 206.677 2.554 540.5 3.0945745524 2.554 3.095
1
B 68Ujung kiri 364.288 193.466 6.49 3.50 170.714 -148.002 95.988 3.245 -170.714 268.300 1.622 539.0 2.1606115526 1.622 2.161
Ujung kanan 364.288 193.466 6.49 3.50 170.714 -148.002 95.988 3.245 -170.714 268.300 1.622 539.0 2.1606115526 1.622 2.161
B 69Ujung kiri 364.288 193.466 6.49 3.50 170.714 -148.002 99.538 3.245 -170.714 264.750 1.599 539.0 2.1384592297 1.599 2.138
Ujung kanan 364.288 193.466 6.49 3.50 170.714 -148.002 99.538 3.245 -170.714 264.750 1.599 539.0 2.1384592297 1.599 2.138
B 70Ujung kiri 281.707 193.466 10.20 5.50 114.437 -58.353 76.106 5.099 -114.437 205.601 1.969 539.0 2.508443579 1.969 2.508
Ujung kanan 281.707 193.466 10.20 5.50 114.437 -58.353 76.106 5.099 -114.437 205.601 1.969 539.0 2.508443579 1.969 2.508
B 71Ujung kiri 281.707 193.466 10.20 5.50 114.437 -58.353 90.843 5.099 -114.437 190.864 1.815 539.0 2.3535480807 1.815 2.354
Ujung kanan 281.707 193.466 10.20 5.50 114.437 -58.353 90.843 5.099 -114.437 190.864 1.815 539.0 2.3535480807 1.815 2.354
2
B 72Ujung kiri 441.207 281.707 6.67 3.60 212.823 -188.796 105.356 3.337 -212.823 335.851 1.619 539.0 2.1581862818 1.619 2.158
Ujung kanan 364.288 193.466 6.67 3.60 166.945 -142.918 105.356 3.337 -166.945 258.932 1.602 539.0 2.1413199968 1.602 2.141
B 73Ujung kiri 364.288 193.466 6.67 3.60 166.945 -142.918 107.970 3.337 -166.945 256.318 1.586 539.0 2.1245958267 1.586 2.125
Ujung kanan 364.288 193.466 6.67 3.60 166.945 -142.918 107.970 3.337 -166.945 256.318 1.586 539.0 2.1245958267 1.586 2.125
B 74Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 84.938 5.191 -113.923 196.770 1.890 539.0 2.4289856258 1.890 2.429
Ujung kanan 281.707 193.466 10.38 5.60 113.923 -55.782 84.938 5.191 -113.923 196.770 1.890 539.0 2.4289856258 1.890 2.429
B 75Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 106.229 5.191 -113.923 175.478 1.667 539.0 2.2059395854 1.667 2.206
264
Tabel 4.132 Panjang Penyaluran Balok Portal 2 (Lanjutan)
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
3
B 76Ujung kiri 441.207 281.707 6.67 3.60 212.823 -188.796 132.648 3.337 -212.823 308.559 1.484 539.0 2.0233850357 1.484 2.023
Ujung kanan 441.207 281.707 6.67 3.60 212.823 -188.796 132.648 3.337 -212.823 308.559 1.484 539.0 2.0233850357 1.484 2.023
B 77Ujung kiri 281.707 281.707 6.67 3.60 168.518 -144.490 85.420 3.337 -168.518 196.287 1.193 539.0 1.7319693715 1.193 1.732
Ujung kanan 281.707 193.466 6.67 3.60 144.006 -119.979 85.420 3.337 -144.006 196.287 1.409 539.0 1.9480560546 1.409 1.948
B 78Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 69.444 5.191 -113.923 212.264 2.056 539.0 2.5948028103 2.056 2.595
Ujung kanan 281.707 193.466 10.38 5.60 113.923 -55.782 69.444 5.191 -113.923 212.264 2.056 539.0 2.5948028103 2.056 2.595
B 79Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 82.576 5.191 -113.923 199.131 1.915 539.0 2.4540657343 1.915 2.454
Ujung kanan 281.707 193.466 10.38 5.60 113.923 -55.782 82.576 5.191 -113.923 199.131 1.915 539.0 2.4540657343 1.915 2.454
4
B 80Ujung kiri 402.821 215.583 6.67 3.60 183.793 -159.765 141.577 3.337 -183.793 261.244 1.460 540.5 2.0006155886 1.460 2.001
Ujung kanan 458.936 281.145 6.67 3.60 217.592 -193.564 141.577 3.337 -217.592 317.358 1.493 540.5 2.0331750438 1.493 2.033
B 81Ujung kiri 215.583 215.583 6.67 3.60 131.782 -107.754 80.770 3.337 -131.782 134.813 1.051 540.5 1.5914690705 1.051 1.591
Ujung kanan 215.583 215.583 6.67 3.60 131.782 -107.754 80.770 3.337 -131.782 134.813 1.051 540.5 1.5914690705 1.051 1.591
B 82Ujung kiri 215.583 88.934 10.38 5.60 83.449 -25.307 41.573 5.191 -83.449 174.009 2.462 540.5 3.0029259914 2.462 3.003
Ujung kanan 215.583 88.934 10.38 5.60 83.449 -25.307 41.573 5.191 -83.449 174.009 2.462 540.5 3.0029259914 2.462 3.003
B 83Ujung kiri 215.583 88.934 10.38 5.60 83.449 -25.307 50.509 5.191 -83.449 165.073 2.310 540.5 2.8506254387 2.310 2.851
Ujung kanan 215.583 88.934 10.38 5.60 83.449 -25.307 50.509 5.191 -83.449 165.073 2.310 540.5 2.8506254387 2.310 2.851
Atap
B 133Ujung kiri 127.733 0.000 6.67 3.60 47.495 -23.467 37.164 3.337 -47.495 90.568 2.268 340.5 2.6089695718 2.268 2.609
Ujung kanan 127.733 0.000 6.67 3.60 47.495 -23.467 37.164 3.337 -47.495 90.568 2.268 340.5 2.6089695718 2.268 2.609
B 85Ujung kiri 88.934 0.000 6.67 3.60 36.718 -12.690 21.161 3.337 -36.718 67.773 2.346 340.5 2.6865056654 2.346 2.687
Ujung kanan 88.934 0.000 6.67 3.60 36.718 -12.690 21.161 3.337 -36.718 67.773 2.346 340.5 2.6865056654 2.346 2.687
B 86Ujung kiri 88.934 0.000 10.38 5.60 44.952 13.190 9.151 5.191 -44.952 79.783 2.492 340.5 2.8325459166 2.492 2.833
Ujung kanan 88.934 0.000 10.38 5.60 44.952 13.190 9.151 5.191 -44.952 79.783 2.492 340.5 2.8325459166 2.492 2.833
B 87Ujung kiri 88.934 88.934 10.38 5.60 60.833 -2.692 10.486 5.191 -60.833 78.449 1.475 340.5 1.8158111964 1.475 1.816
265
Tabel 4.133 Panjang Penyaluran Balok Portal 3
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
Bas
emen
t
B 115Ujung kiri 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
Ujung kanan 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
B 116Ujung kiri 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
Ujung kanan 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
B 117Ujung kiri 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
Ujung kanan 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
B 118Ujung kiri 215.583 146.871 10.20 5.50 93.942 -37.859 8.906 5.099 -93.942 206.677 2.554 540.5 3.0945745524 2.554 3.095
Ujung kanan 215.583 146.871 10.20 5.50 93.942 -37.859 8.906 5.099 -93.942 206.677 2.554 540.5 3.0945745524 2.554 3.095
1
B 119Ujung kiri 193.466 193.466 10.20 5.50 98.393 -42.309 47.747 5.099 -98.393 145.719 1.616 539.0 2.1553745324 1.616 2.155
Ujung kanan 193.466 193.466 10.20 5.50 98.393 -42.309 47.747 5.099 -98.393 145.719 1.616 539.0 2.1553745324 1.616 2.155
B 120Ujung kiri 193.466 193.466 6.49 3.50 121.908 -99.196 48.298 3.245 -121.908 145.167 1.231 539.0 1.7701375816 1.231 1.770
Ujung kanan 193.466 193.466 6.49 3.50 121.908 -99.196 48.298 3.245 -121.908 145.167 1.231 539.0 1.7701375816 1.231 1.770
B 121.Ujung kiri 193.466 193.466 6.49 3.50 121.908 -99.196 53.096 3.245 -121.908 140.370 1.189 539.0 1.7280746253 1.189 1.728
Ujung kanan 193.466 193.466 6.49 3.50 121.908 -99.196 53.096 3.245 -121.908 140.370 1.189 539.0 1.7280746253 1.189 1.728
B 122.Ujung kiri 193.466 193.466 10.20 5.50 98.393 -42.309 41.811 5.099 -98.393 151.654 1.689 539.0 2.2281648976 1.689 2.228
Ujung kanan 193.466 193.466 10.20 5.50 98.393 -42.309 41.811 5.099 -98.393 151.654 1.689 539.0 2.2281648976 1.689 2.228
B 123.Ujung kiri 193.466 193.466 10.20 5.50 98.393 -42.309 50.034 5.099 -98.393 143.432 1.588 539.0 2.1274949582 1.588 2.127
Ujung kanan 193.466 193.466 10.20 5.50 98.393 -42.309 50.034 5.099 -98.393 143.432 1.588 539.0 2.1274949582 1.588 2.127
2
B 124.Ujung kiri 364.288 193.466 10.38 5.60 128.670 -70.528 71.294 5.191 -128.670 292.994 2.537 539.0 3.0757255138 2.537 3.076
Ujung kanan 281.707 193.466 10.38 5.60 113.923 -55.782 71.294 5.191 -113.923 210.414 2.036 539.0 2.574842188 2.036 2.575
B 125.Ujung kiri 281.707 193.466 6.67 3.60 144.006 -119.979 79.829 3.337 -144.006 201.878 1.451 539.0 1.9896347664 1.451 1.990
Ujung kanan 281.707 193.466 6.67 3.60 144.006 -119.979 79.829 3.337 -144.006 201.878 1.451 539.0 1.9896347664 1.451 1.990
B 126.Ujung kiri 281.707 193.466 6.67 3.60 144.006 -119.979 84.218 3.337 -144.006 197.489 1.418 539.0 1.9569888201 1.418 1.957
Ujung kanan 281.707 193.466 6.67 3.60 144.006 -119.979 84.218 3.337 -144.006 197.489 1.418 539.0 1.9569888201 1.418 1.957
B 127.Ujung kiri 193.466 193.466 10.38 5.60 98.166 -40.024 63.738 5.191 -98.166 129.728 1.430 539.0 1.9685953116 1.430 1.969
Ujung kanan 281.707 193.466 10.38 5.60 113.923 -55.782 63.738 5.191 -113.923 217.969 2.118 539.0 2.6566458047 2.118 2.657
B 128.Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 80.097 5.191 -113.923 201.610 1.941 539.0 2.480464249 1.941 2.480
266
Tabel 4.134 Panjang Penyaluran Balok Portal 3 (Lanjutan)
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
3
B 146Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 93.898 5.191 -113.923 187.809 1.795 539.0 2.3344578186 1.795 2.334
Ujung kanan 281.707 193.466 10.38 5.60 113.923 -55.782 93.898 5.191 -113.923 187.809 1.795 539.0 2.3344578186 1.795 2.334
B 130.Ujung kiri 193.466 193.466 6.67 3.60 119.495 -95.467 54.000 3.337 -119.495 139.466 1.208 539.0 1.7468741365 1.208 1.747
Ujung kanan 193.466 193.466 6.67 3.60 119.495 -95.467 54.000 3.337 -119.495 139.466 1.208 539.0 1.7468741365 1.208 1.747
B 131.Ujung kiri 193.466 193.466 6.67 3.60 119.495 -95.467 57.708 3.337 -119.495 135.758 1.175 539.0 1.7136307511 1.175 1.714
Ujung kanan 193.466 193.466 6.67 3.60 119.495 -95.467 57.708 3.337 -119.495 135.758 1.175 539.0 1.7136307511 1.175 1.714
B 132.Ujung kiri 193.466 193.466 10.38 5.60 98.166 -40.024 46.165 5.191 -98.166 147.301 1.643 539.0 2.1823501208 1.643 2.182
Ujung kanan 193.466 193.466 10.38 5.60 98.166 -40.024 46.165 5.191 -98.166 147.301 1.643 539.0 2.1823501208 1.643 2.182
B 133.Ujung kiri 193.466 146.871 10.38 5.60 89.845 -31.704 54.609 5.191 -89.845 138.857 1.716 539.0 2.2545652705 1.716 2.255
Ujung kanan 193.466 146.871 10.38 5.60 89.845 -31.704 54.609 5.191 -89.845 138.857 1.716 539.0 2.2545652705 1.716 2.255
4
B 134.Ujung kiri 215.583 146.871 6.67 3.60 112.695 -88.668 30.608 3.337 -112.695 184.975 1.730 540.5 2.2704971321 1.730 2.270
Ujung kanan 215.583 146.871 6.67 3.60 112.695 -88.668 30.608 3.337 -112.695 184.975 1.730 540.5 2.2704971321 1.730 2.270
B 135.Ujung kiri 215.583 88.934 6.67 3.60 96.602 -72.574 33.769 3.337 -96.602 181.813 2.024 540.5 2.5640456016 2.024 2.564
Ujung kanan 215.583 88.934 6.67 3.60 96.602 -72.574 33.769 3.337 -96.602 181.813 2.024 540.5 2.5640456016 2.024 2.564
B 136.Ujung kiri 215.583 88.934 10.38 5.60 83.449 -25.307 30.698 5.191 -83.449 184.884 2.654 540.5 3.1940862576 2.654 3.194
Ujung kanan 215.583 88.934 10.38 5.60 83.449 -25.307 30.698 5.191 -83.449 184.884 2.654 540.5 3.1940862576 2.654 3.194
B 137.Ujung kiri 215.583 0.000 10.38 5.60 67.568 -9.426 34.575 5.191 -67.568 181.008 3.772 540.5 4.312614775 3.772 4.313
Ujung kanan 215.583 0.000 10.38 5.60 67.568 -9.426 34.575 5.191 -67.568 181.008 3.772 540.5 4.312614775 3.772 4.313
Atap
B 138.Ujung kiri 88.934 88.934 6.67 3.60 61.422 -37.394 7.846 3.337 -61.422 81.088 1.432 340.5 1.7720204669 1.432 1.772
Ujung kanan 88.934 88.934 6.67 3.60 61.422 -37.394 7.846 3.337 -61.422 81.088 1.432 340.5 1.7720204669 1.432 1.772
B 139.Ujung kiri 88.934 88.934 6.67 3.60 61.422 -37.394 7.847 3.337 -61.422 81.087 1.432 340.5 1.7720050429 1.432 1.772
Ujung kanan 88.934 88.934 6.67 3.60 61.422 -37.394 7.847 3.337 -61.422 81.087 1.432 340.5 1.7720050429 1.432 1.772
B 140.Ujung kiri 88.934 88.934 10.31 5.60 60.621 -2.903 7.672 5.153 -60.621 81.262 1.543 340.5 1.8833458877 1.543 1.883
Ujung kanan 88.934 88.934 10.31 5.60 60.621 -2.903 7.672 5.153 -60.621 81.262 1.543 340.5 1.8833458877 1.543 1.883
B 141.Ujung kiri 88.934 88.934 10.31 5.60 60.621 -2.903 7.592 5.153 -60.621 81.342 1.545 340.5 1.8851351862 1.545 1.885
267
Tabel 4.135 Panjang Penyaluran Balok Portal 4
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
Bas
emen
t
B 169Ujung kiri 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
Ujung kanan 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
B 170Ujung kiri 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
Ujung kanan 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
B 171Ujung kiri 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
Ujung kanan 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
B 172Ujung kiri 215.583 146.871 10.20 5.50 93.942 -37.859 8.906 5.099 -93.942 206.677 2.554 540.5 3.0945745524 2.554 3.095
Ujung kanan 215.583 146.871 10.20 5.50 93.942 -37.859 8.906 5.099 -93.942 206.677 2.554 540.5 3.0945745524 2.554 3.095
1
B 173Ujung kiri 193.466 193.466 10.20 5.50 98.393 -42.309 48.485 5.099 -98.393 144.981 1.607 539.0 2.1463673352 1.607 2.146
Ujung kanan 193.466 193.466 10.20 5.50 98.393 -42.309 48.485 5.099 -98.393 144.981 1.607 539.0 2.1463673352 1.607 2.146
B 174Ujung kiri 281.707 193.466 6.49 3.50 147.119 -124.408 61.007 3.245 -147.119 220.701 1.553 539.0 2.0923597543 1.553 2.092
Ujung kanan 193.466 193.466 6.49 3.50 121.908 -99.196 61.007 3.245 -121.908 132.459 1.120 539.0 1.6589357063 1.120 1.659
B 175Ujung kiri 281.707 193.466 6.49 3.50 147.119 -124.408 67.373 3.245 -147.119 214.334 1.507 539.0 2.0459555824 1.507 2.046
Ujung kanan 281.707 193.466 6.49 3.50 147.119 -124.408 67.373 3.245 -147.119 214.334 1.507 539.0 2.0459555824 1.507 2.046
B 176Ujung kiri 193.466 193.466 10.20 5.50 98.393 -42.309 53.094 5.099 -98.393 140.372 1.551 539.0 2.0903544353 1.551 2.090
Ujung kanan 193.466 193.466 10.20 5.50 98.393 -42.309 53.094 5.099 -98.393 140.372 1.551 539.0 2.0903544353 1.551 2.090
B 177Ujung kiri 193.466 193.466 10.20 5.50 98.393 -42.309 63.294 5.099 -98.393 130.172 1.429 539.0 1.9677613359 1.429 1.968
Ujung kanan 193.466 193.466 10.20 5.50 98.393 -42.309 63.294 5.099 -98.393 130.172 1.429 539.0 1.9677613359 1.429 1.968
2
B 178Ujung kiri 441.207 281.707 10.38 5.60 158.163 -100.021 90.766 5.191 -158.163 350.441 2.406 539.0 2.9446496944 2.406 2.945
Ujung kanan 364.288 281.707 10.38 5.60 144.427 -86.286 90.766 5.191 -144.427 273.522 2.044 539.0 2.5830145638 2.044 2.583
B 179Ujung kiri 364.288 193.466 6.67 3.60 166.945 -142.918 103.758 3.337 -166.945 260.530 1.613 539.0 2.1515500132 1.613 2.152
Ujung kanan 364.288 193.466 6.67 3.60 166.945 -142.918 103.758 3.337 -166.945 260.530 1.613 539.0 2.1515500132 1.613 2.152
B 180Ujung kiri 364.288 193.466 6.67 3.60 166.945 -142.918 110.326 3.337 -166.945 253.961 1.571 539.0 2.109529285 1.571 2.110
Ujung kanan 364.288 281.707 6.67 3.60 191.457 -167.429 110.326 3.337 -191.457 253.961 1.359 539.0 1.897641988 1.359 1.898
B 181Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 340.216 5.191 -113.923 -58.509 -0.502 539.0 0.0369055455 -0.502 0.037
Ujung kanan 638.000 364.288 10.38 5.60 208.051 -149.909 340.216 5.191 -208.051 297.784 1.486 539.0 2.0254356657 1.486 2.025
B 183Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 105.273 5.191 -113.923 176.434 1.677 539.0 2.2158417453 1.677 2.216
268
Tabel 4.136 Panjang Penyaluran Balok Portal 4 (Lanjutan)
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
3
B 148Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 99.929 5.191 -113.923 181.778 1.732 539.0 2.2713761138 1.732 2.271
Ujung kanan 281.707 193.466 10.38 5.60 113.923 -55.782 99.929 5.191 -113.923 181.778 1.732 539.0 2.2713761138 1.732 2.271
B 185Ujung kiri 281.707 193.466 6.67 3.60 144.006 -119.979 80.473 3.337 -144.006 201.234 1.446 539.0 1.9848394811 1.446 1.985
Ujung kanan 281.707 193.466 6.67 3.60 144.006 -119.979 80.473 3.337 -144.006 201.234 1.446 539.0 1.9848394811 1.446 1.985
B 186Ujung kiri 281.707 193.466 6.67 3.60 144.006 -119.979 76.288 3.337 -144.006 205.420 1.477 539.0 2.0160181043 1.477 2.016
Ujung kanan 281.707 193.466 6.67 3.60 144.006 -119.979 76.288 3.337 -144.006 205.420 1.477 539.0 2.0160181043 1.477 2.016
B 187Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 74.628 5.191 -113.923 207.079 2.000 539.0 2.5389788083 2.000 2.539
Ujung kanan 281.707 193.466 10.38 5.60 113.923 -55.782 74.628 5.191 -113.923 207.079 2.000 539.0 2.5389788083 2.000 2.539
B 189Ujung kiri 281.707 146.871 10.38 5.60 105.603 -47.461 326.018 5.191 -105.603 -44.311 -0.411 539.0 0.1277181196 -0.411 0.128
Ujung kanan 692.276 146.871 10.38 5.60 178.918 -120.777 326.018 5.191 -178.918 366.258 2.186 539.0 2.7246745215 2.186 2.725
4
B 190Ujung kiri 215.583 146.871 6.67 3.60 112.695 -88.668 39.195 3.337 -112.695 176.388 1.645 540.5 2.1858398224 1.645 2.186
Ujung kanan 215.583 146.871 6.67 3.60 112.695 -88.668 39.195 3.337 -112.695 176.388 1.645 540.5 2.1858398224 1.645 2.186
B 191Ujung kiri 215.583 88.934 6.67 3.60 96.602 -72.574 42.520 3.337 -96.602 173.062 1.919 540.5 2.4591717436 1.919 2.459
Ujung kanan 215.583 88.934 6.67 3.60 96.602 -72.574 42.520 3.337 -96.602 173.062 1.919 540.5 2.4591717436 1.919 2.459
B 192Ujung kiri 215.583 88.934 10.38 5.60 83.449 -25.307 71.444 5.191 -83.449 144.139 1.968 540.5 2.5087761814 1.968 2.509
Ujung kanan 215.583 88.934 10.38 5.60 83.449 -25.307 71.444 5.191 -83.449 144.139 1.968 540.5 2.5087761814 1.968 2.509
B 194Ujung kiri 215.583 0.000 10.38 5.60 67.568 -9.426 43.326 5.191 -67.568 172.257 3.480 540.5 4.0201532511 3.480 4.020
Ujung kanan 215.583 0.000 10.38 5.60 67.568 -9.426 43.326 5.191 -67.568 172.257 3.480 540.5 4.0201532511 3.480 4.020
Atap
B 195Ujung kiri 88.934 88.934 6.67 3.60 61.422 -37.394 8.042 3.337 -61.422 80.892 1.428 340.5 1.7682444391 1.428 1.768
Ujung kanan 88.934 88.934 6.67 3.60 61.422 -37.394 8.042 3.337 -61.422 80.892 1.428 340.5 1.7682444391 1.428 1.768
B 196Ujung kiri 88.934 88.934 6.67 3.60 61.422 -37.394 23.779 3.337 -61.422 65.155 1.130 340.5 1.4706810873 1.130 1.471
Ujung kanan 88.934 88.934 6.67 3.60 61.422 -37.394 23.779 3.337 -61.422 65.155 1.130 340.5 1.4706810873 1.130 1.471
B 197Ujung kiri 88.934 88.934 10.31 5.60 60.621 -2.903 7.603 5.153 -60.621 81.332 1.544 340.5 1.8848980617 1.544 1.885
Ujung kanan 88.934 88.934 10.31 5.60 60.621 -2.903 7.603 5.153 -60.621 81.332 1.544 340.5 1.8848980617 1.544 1.885
B 198Ujung kiri 88.934 88.934 10.31 5.60 60.621 -2.903 19.106 5.153 -60.621 69.828 1.294 340.5 1.6347787285 1.294 1.635
269
Tabel 4.137 Panjang Penyaluran Balok Portal 5
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
Bas
emen
t
B 224Ujung kiri 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.47322426008 1.933 2.473
Ujung kanan 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.47322426008 1.933 2.473
B 225Ujung kiri 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.47322426008 1.933 2.473
Ujung kanan 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.47322426008 1.933 2.473
B 134Ujung kiri 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.00111134459 2.461 3.001
Ujung kanan 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.00111134459 2.461 3.001
B 226Ujung kiri 215.583 146.871 10.20 5.50 93.942 -37.859 8.906 5.099 -93.942 206.677 2.554 540.5 3.0945745524 2.554 3.095
Ujung kanan 215.583 146.871 10.20 5.50 93.942 -37.859 8.906 5.099 -93.942 206.677 2.554 540.5 3.0945745524 2.554 3.095
1
B 227Ujung kiri 512.466 281.707 6.49 3.50 238.262 -215.551 122.628 3.245 -238.262 389.837 1.674 539.0 2.21334407545 1.674 2.213
Ujung kanan 441.207 281.707 6.49 3.50 217.903 -195.191 122.628 3.245 -217.903 318.579 1.495 539.0 2.03431589694 1.495 2.034
B 228Ujung kiri 441.207 281.707 6.49 3.50 217.903 -195.191 128.745 3.245 -217.903 312.462 1.466 539.0 2.00495031745 1.466 2.005
Ujung kanan 441.207 281.707 6.49 3.50 217.903 -195.191 128.745 3.245 -217.903 312.462 1.466 539.0 2.00495031745 1.466 2.005
B 229Ujung kiri 364.288 193.466 10.20 5.50 129.451 -73.368 97.410 5.099 -129.451 266.877 2.263 539.0 2.80236651977 2.263 2.802
Ujung kanan 364.288 281.707 10.20 5.50 145.495 -89.412 97.410 5.099 -145.495 266.877 1.970 539.0 2.50930521833 1.970 2.509
B 230Ujung kiri 364.288 193.466 10.20 5.50 129.451 -73.368 117.252 5.099 -129.451 247.036 2.078 539.0 2.61747644234 2.078 2.617
Ujung kanan 364.288 193.466 10.20 5.50 129.451 -73.368 117.252 5.099 -129.451 247.036 2.078 539.0 2.61747644234 2.078 2.617
2
B 231Ujung kiri 441.207 281.707 6.67 3.60 212.823 -188.796 113.831 3.337 -212.823 327.376 1.577 539.0 2.1162627754 1.577 2.116
Ujung kanan 441.207 281.707 6.67 3.60 212.823 -188.796 113.831 3.337 -212.823 327.376 1.577 539.0 2.1162627754 1.577 2.116
B 232Ujung kiri 364.288 193.466 6.67 3.60 166.945 -142.918 121.390 3.337 -166.945 242.897 1.500 539.0 2.03892372478 1.500 2.039
Ujung kanan 364.288 281.707 6.67 3.60 191.457 -167.429 121.390 3.337 -191.457 242.897 1.298 539.0 1.83704864841 1.298 1.837
B 233Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 393.562 5.191 -113.923 -111.855 -0.941 539.0 -0.40246030396 -0.941 -0.402
Ujung kanan 193.466 193.466 10.38 5.60 98.166 -40.024 393.562 5.191 -98.166 -200.097 -1.856 539.0 -1.3171612155 -1.856 -1.317
B 235Ujung kiri 364.288 193.466 10.38 5.60 128.670 -70.528 117.787 5.191 -128.670 246.500 2.092 539.0 2.63139906963 2.092 2.631
270
Tabel 4.138 Panjang Penyaluran Balok Portal 5 (Lanjutan)
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
3
B 236Ujung kiri 364.288 193.466 6.67 3.60 166.945 -142.918 80.382 3.337 -166.945 283.905 1.763 539.0 2.30169818956 1.763 2.302
Ujung kanan 281.707 193.466 6.67 3.60 144.006 -119.979 80.382 3.337 -144.006 201.325 1.447 539.0 1.98551679613 1.447 1.986
B 237Ujung kiri 281.707 193.466 6.67 3.60 144.006 -119.979 86.156 3.337 -144.006 195.551 1.404 539.0 1.9425873297 1.404 1.943
Ujung kanan 281.707 193.466 6.67 3.60 144.006 -119.979 86.156 3.337 -144.006 195.551 1.404 539.0 1.9425873297 1.404 1.943
B 238Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 378.972 5.191 -113.923 -97.265 -0.823 539.0 -0.28392090529 -0.823 -0.284
Ujung kanan 193.466 193.466 10.38 5.60 98.166 -40.024 378.972 5.191 -98.166 -185.507 -1.731 539.0 -1.19223369022 -1.731 -1.192
B 240Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 81.911 5.191 -113.923 199.796 1.922 539.0 2.46113888787 1.922 2.461
Ujung kanan 281.707 193.466 10.38 5.60 113.923 -55.782 81.911 5.191 -113.923 199.796 1.922 539.0 2.46113888787 1.922 2.461
4
B 241Ujung kiri 281.145 146.871 6.67 3.60 130.907 -106.879 86.116 3.337 -130.907 195.029 1.551 540.5 2.09166354311 1.551 2.092
Ujung kanan 281.145 146.871 6.67 3.60 130.907 -106.879 86.116 3.337 -130.907 195.029 1.551 540.5 2.09166354311 1.551 2.092
B 242Ujung kiri 215.583 146.871 6.67 3.60 112.695 -88.668 45.602 3.337 -112.695 169.981 1.582 540.5 2.12297802513 1.582 2.123
Ujung kanan 215.583 215.583 6.67 3.60 131.782 -107.754 45.602 3.337 -131.782 169.981 1.335 540.5 1.87549689186 1.335 1.875
B 243Ujung kiri 215.583 88.934 10.38 5.60 83.449 -25.307 334.294 5.191 -83.449 -118.711 -1.315 540.5 -0.77449296573 -1.315 -0.774
Ujung kanan 215.583 88.934 10.38 5.60 83.449 -25.307 334.294 5.191 -83.449 -118.711 -1.315 540.5 -0.77449296573 -1.315 -0.774
B 245Ujung kiri 281.145 88.934 10.38 5.60 95.156 -37.015 47.224 5.191 -95.156 233.921 2.925 540.5 3.4655382287 2.925 3.466
Ujung kanan 215.583 88.934 10.38 5.60 83.449 -25.307 47.224 5.191 -83.449 168.358 2.366 540.5 2.90613959701 2.366 2.906
Atap
B 136Ujung kiri 88.934 0.000 6.67 3.60 36.718 -12.690 17.422 3.337 -36.718 71.512 2.529 340.5 2.86933595561 2.529 2.869
Ujung kanan 88.934 0.000 6.67 3.60 36.718 -12.690 17.422 3.337 -36.718 71.512 2.529 340.5 2.86933595561 2.529 2.869
B 247Ujung kiri 88.934 0.000 6.67 3.60 36.718 -12.690 12.605 3.337 -36.718 76.329 2.782 340.5 3.12296059989 2.782 3.123
Ujung kanan 88.934 0.000 6.67 3.60 36.718 -12.690 12.605 3.337 -36.718 76.329 2.782 340.5 3.12296059989 2.782 3.123
B 248Ujung kiri 88.934 0.000 10.38 5.60 44.952 13.190 8.683 5.191 -44.952 80.252 2.517 340.5 2.85726876369 2.517 2.857
Ujung kanan 88.934 0.000 10.38 5.60 44.952 13.190 8.683 5.191 -44.952 80.252 2.517 340.5 2.85726876369 2.517 2.857
B 249Ujung kiri 88.934 88.934 10.38 5.60 60.833 -2.692 14.511 5.191 -60.833 74.423 1.388 340.5 1.72823727434 1.388 1.728
271
Tingkat BalokMpr- Mpr+ 0,9D ln Av Bv φ.Mn lapangan ax2 + bx + c
xd
llpakai
x + d x + 12db
(kNm) (kNm) (kN/m) (m) (kN) (kN) (kNm) a b c (mm) (m) (m) (m)
Base
men
t
B 270Ujung kiri 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
Ujung kanan 215.583 146.871 7.58 3.50 116.817 -90.299 3.958 3.788 -116.817 211.624 1.933 540.5 2.4732242601 1.933 2.473
B 271Ujung kiri 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
Ujung kanan 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
B 272Ujung kiri 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
Ujung kanan 215.583 146.871 11.91 5.50 98.642 -33.159 8.906 5.953 -98.642 206.677 2.461 540.5 3.0011113446 2.461 3.001
1
B 273Ujung kiri 441.207 281.707 6.49 3.50 217.903 -195.191 125.281 3.245 -217.903 315.926 1.483 539.0 2.0215758471 1.483 2.022
Ujung kanan 441.207 281.707 6.49 3.50 217.903 -195.191 125.281 3.245 -217.903 315.926 1.483 539.0 2.0215758471 1.483 2.022
B 274Ujung kiri 578.063 364.288 10.20 5.50 199.378 -143.295 164.653 5.099 -199.378 413.411 2.197 539.0 2.7359210234 2.197 2.736
Ujung kanan 578.063 364.288 10.20 5.50 199.378 -143.295 164.653 5.099 -199.378 413.411 2.197 539.0 2.7359210234 2.197 2.736
B 275Ujung kiri 441.207 281.707 10.20 5.50 159.481 -103.397 150.977 5.099 -159.481 290.230 1.940 539.0 2.4791896423 1.940 2.479
Ujung kanan 441.207 281.707 10.20 5.50 159.481 -103.397 150.977 5.099 -159.481 290.230 1.940 539.0 2.4791896423 1.940 2.479
2
B 276Ujung kiri 578.063 364.288 6.67 3.60 273.778 -249.750 148.279 3.337 -273.778 429.785 1.601 539.0 2.1400754445 1.601 2.140
Ujung kanan 512.466 281.707 6.67 3.60 232.618 -208.590 148.279 3.337 -232.618 364.187 1.602 539.0 2.1414433974 1.602 2.141
B 277Ujung kiri 364.288 193.466 10.38 5.60 128.670 -70.528 119.505 5.191 -128.670 244.782 2.076 539.0 2.6153473074 2.076 2.615
Ujung kanan 364.288 281.707 10.38 5.60 144.427 -86.286 119.505 5.191 -144.427 244.782 1.813 539.0 2.3519962598 1.813 2.352
B 278Ujung kiri 441.207 281.707 10.38 5.60 158.163 -100.021 149.179 5.191 -158.163 292.028 1.974 539.0 2.5133195767 1.974 2.513
Ujung kanan 441.207 281.707 10.38 5.60 158.163 -100.021 149.179 5.191 -158.163 292.028 1.974 539.0 2.5133195767 1.974 2.513
3
B 279Ujung kiri 364.288 193.466 6.67 3.60 166.945 -142.918 99.039 3.337 -166.945 265.249 1.643 539.0 2.1817835337 1.643 2.182
Ujung kanan 364.288 281.707 6.67 3.60 191.457 -167.429 99.039 3.337 -191.457 265.249 1.421 539.0 1.9596003438 1.421 1.960
B 280Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 86.839 5.191 -113.923 194.869 1.870 539.0 2.4088479171 1.870 2.409
Ujung kanan 281.707 281.707 10.38 5.60 129.680 -71.539 86.839 5.191 -129.680 194.869 1.606 539.0 2.1449216455 1.606 2.145
B 281Ujung kiri 281.707 193.466 10.38 5.60 113.923 -55.782 101.988 5.191 -113.923 179.720 1.711 539.0 2.2499451758 1.711 2.250
Ujung kanan 364.288 281.707 10.38 5.60 144.427 -86.286 101.988 5.191 -144.427 262.300 1.953 539.0 2.4922792339 1.953 2.492
4
B 282Ujung kiri 215.583 146.871 6.67 3.60 112.695 -88.668 46.954 3.337 -112.695 168.629 1.569 540.5 2.1097422399 1.569 2.110
Ujung kanan 215.583 146.871 6.67 3.60 112.695 -88.668 46.954 3.337 -112.695 168.629 1.569 540.5 2.1097422399 1.569 2.110
B 282Ujung kiri 215.583 146.871 10.38 5.60 93.795 -35.653 49.167 5.191 -93.795 166.415 1.994 540.5 2.5348992661 1.994 2.535
Ujung kanan 215.583 215.583 10.38 5.60 106.064 -47.923 49.167 5.191 -106.064 166.415 1.713 540.5 2.2530421546 1.713 2.253
B 284Ujung kiri 215.583 146.871 10.38 5.60 93.795 -35.653 58.346 5.191 -93.795 157.237 1.870 540.5 2.4104182321 1.870 2.410
Ujung kanan 215.583 215.583 10.38 5.60 106.064 -47.923 58.346 5.191 -106.064 157.237 1.609 540.5 2.1497046841 1.609 2.150
Ata
p
B 127Ujung kiri 88.934 88.934 6.63 3.60 61.334 -37.481 9.783 3.313 -61.334 79.152 1.396 340.5 1.7362125432 1.396 1.736
Ujung kanan 88.934 88.934 6.63 3.60 61.334 -37.481 9.783 3.313 -61.334 79.152 1.396 340.5 1.7362125432 1.396 1.736
B 129Ujung kiri 88.934 88.934 10.31 5.60 60.621 -2.903 10.988 5.153 -60.621 77.947 1.469 340.5 1.8098243753 1.469 1.810
Ujung kanan 88.934 88.934 10.31 5.60 60.621 -2.903 10.988 5.153 -60.621 77.947 1.469 340.5 1.8098243753 1.469 1.810
273