dinding
TRANSCRIPT
c = 381.1812 mm 200000 MPa 300 MPa 24 MPa
0.85 103 mm -0.002189 -300 MPa
a = 324.004 mm 402 mm 0.000164 32.8 MPa
0.003 701 mm 0.002517 300 MPa
1000 mm 0.00487 300 MPa
1299 mm 0.007223 300 MPa
1598 mm 0.009577 300 MPa
1794 mm 0.011119 300 MPa
-723823 N 3142698142 Nmm
52710.21 N = 3142.698142 kNm
482548.6 N
482548.6 N 2514.158513 kNm
482548.6 N 2400 kNm
482548.6 N
723822.9 N
-1982905 N0 N
Nilai c benar apabila Sigma N sama dengan 0Misalkan tulangan tekan,
Es = fy = fc' =
b1 = d1 = es1 = fs1 =
d2 = es2 = fs2 =
ecu = d3 = es3 = fs3 =
d4 = es4 = fs4 =
d5 = es5 = fs5 =
d6 = es6 = fs6 =
d7 = es7 = fs7 =
Cs1 = Mn =
Cs2 =
Cs3 =
Ts1 = fMn =
Ts2 = Mu =
Ts3 =
Ts4 =
Cc =SN =
b= 300 mm
n= 2 3 <=== Tergantung berapa jumlah tulangan jika 3 maka kali kan 3
d= 32 mm2
2412.743
1608.495
1608.495
1608.495
1608.495
1608.495
2412.743
As1 = mm2
As2 = mm2
As3 = mm2
As4 = mm2
As5 = mm2
As6 = mm2
As7 = mm2
cdc
si 003,0
1
e
Tergantung berapa jumlah tulangan jika 3 maka kali kan 3
Data:c = 244.8746462 mm
0.85a = 208.1434493 mm
-0.003
25 MPa
390 MPa
200000 MPab= 200 mmL= 6000 mm
19 mm
Jarak tulangan Regangan Tegangan Tulangan
52 mm -0.002363 -390 MPa 567.0575
1231.2 mm 0.012084 390 MPa 567.0575
2410.4 mm 0.02653 390 MPa 567.0575
3589.6 mm 0.040977 390 MPa 567.0575
4768.8 mm 0.055423 390 MPa 567.0575
5948 mm 0.06987 390 MPa 567.0575
b1 =
ecu =
fc' =
fy =
Es =
Æ=
d1 = es1 = fs1 = As1 =
d2 = es2 = fs2 = As2 =
d3 = es3 = fs3 = As3 =
d4 = es4 = fs4 = As4 =
d5 = es5 = fs5 = As5 =
d6 = es6 = fs6 = As6 =
-0.01 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.080
1000
2000
3000
4000
5000
6000
7000
Tulangan Gaya Momen nominal
-221152.41485 N -11499926 Nmm
221152.41485 N 2.72E+08 Nmm
221152.41485 N 5.33E+08 Nmm
221152.41485 N 7.94E+08 Nmm
221152.41485 N 1.05E+09 Nmm
221152.41485 N 1.32E+09 Nmm
-884609.6594 N -92062853 Nmm
0 N 3865.681 kNm
mm2 Cs1 = Mn1 =
mm2 Cs2 = Mn2 =
mm2 Cs3 = Mn3 =
mm2 Ts4 = Mn4 =
mm2 Ts5 = Mn5 =
mm2 Ts6 = Mn6 =
Cc = Mn7 =
SN = Mn =
-0.01 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.080
1000
2000
3000
4000
5000
6000
7000