istinat duvarı
TRANSCRIPT
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7/30/2019 istinat duvar
1/1
SrekliTemellerde ............
TekilTemellerde ............
Kirilerde ............
NervrveKasetKirilerinde ............
Kolonlarda ............
6.5cm
6.5cm
6.5cm
4.5cm
4.5cm
PASPAYLARI
RadyeDemelerde............
2cmDemelerde............
4cm
stinatduvarlarn da . . .. .. . .. .. . 6 .5 c m
1
2
3
4
5
6
7
8
PAFTAADI
STNAT DUVARI DETAYLARI
REVZYONNOPAFTA NO LEK TARH
S-100 1/20 15.1.2010
PROJE
PROJE ADI
C20 S420
ST1
30
100 60 300
460
60
540
600
13 10/13
50
450
50
L=55016/167
13 10/13
50450
50L=55016/167
12 12/12
60
230
L=
290
14/17
14
536
20
L=
556
14/17
5
13 10/13
535
20
L=555
16/16
6
60
230
L=290
16/16
15
ST2
30
200 60 200
100 60 300
460
100
60
540
700
2 10/13
50
450
50
L=55016/167
2 10/13
50450
50L=55016/167
1 12/12
60
2
30
L=
290
14/17
14
536
20
L=
556
14/17
5
2 10/13
20
150
50
L=439 16/16
11
2 10/13
535
20
L=555
16/16
6
60
2
30
L=290
16/16
15
ST3
30
60 300
360
60
440
500
4 10/13
50
350
50
L=45016/1610
4 10/13
50 350 50L=45016/1610
3 12/12
60
50
147
L=
257
14/17
17
436
20
L=
456
14/17
8
4 10/13
435
20
L=455
16/16
9
60
197
L=257
16/16
16
s im A de t ap Boy Tip Arlk
7 142 16 550 1232.68
10 90 16 450 639.23
11 45 16 420 298.02
15 71 16 290 324.98
16 45 16 257 182.30
6 71 16 555 621.94
9 45 16 455 323.16
3622.31
14 66 14 290 231.35
5 66 14 556 443.31
8 42 14 456 231.45
17 42 14 257 130.27
1036.371 46 12 712 290.85
3 38 12 711 239.93
12 46 12 400 163.36
694.14
2 143 10 712 627.89
4 98 10 711 429.69
13 122 10 400 300.87
1358.46
Donat toplam (8-12 ) Donat toplam (14-32)
2052.59 4658.68
50 450 7 1 4 21 6
50 350 1 0 9 0 1 6
10
50 150 50 150 1 1 4 5 1 6
60 230 1 5 7 1 1 6
60 197 1 6 4 5 1 6
535 20 6 7 1 16
435 20 9 4 5 16
60 230 1 4 6 6 1 4
536 20 5 6 6 14
436 20 8 4 2 14
60 50 147 1 7 4 2 1 4
712 1 4 6 12
711 3 3 8 12
400 1 2 4 6 1 2
712 2 1 4 31 0
711 4 9 8 10
400 13 12210
MALZEME PARAMETRELER
ZEMNPARAMETRELER
Beton Snf Donat elii
Yerel Zemin Snf Yerel Zemin Grubu
Zemin Emniyet Gerilmesi Zemin Yatak Katsays
DEPREM PARAMETRELER
Bina nem Katsays Etkin Yer vmesi Katsays
Yap Davran Katsays Hareketli Yk Azaltma Katsays
A0 =
K = 2000 tf/m
AZ4
Zem = 2 kgf/cm
I = 1.0 0.40
Rx = 8.0 Ry = 8.0 n = 0.30
STATK HESAP PROGRAMI
YAPI EMATK GSTERM
YAPI SAHB
PROJEY YAPAN
TASARIM
ZEN
DANIMAN
KONTROL