7
14
14
G
14
70
14
14
70
326
5 11‚14/18 l=354
326
14
14
14
9 11‚14/18 l=291
14
14
186
9 11‚14/18 l=291
326
326
5 11‚14/18 l=354
7 11‚14/18 l=385
14
14
14
70
14
14
9 11‚14/18 l=291
15 11‚14/18 l=214
186
14
14
15 11‚14/18 l=214
70
14
+0.00
-0.40
786
31
31
F
E
D
8
1000
786
S111
8
193
193
14
14
S110
200
300
6
15
7
8
14
14
1
12
10
1500
0
326
326
14
70
14
14
70
14
14
326
326
16 17‚14/18 l=231
14
14
186
14
14
16 17‚14/18 l=231
14
14
14
186
14
15 17‚14/18 l=214
133
133
33
-1.00
15 17‚14/18 l=214
70
14
16 17‚14/18 l=231
14
-2.00
75‚
5x10-25 cm
(Perde in:aat derzi di:i)
5 17‚14/18 l=354
25
10
-0.60
133
7 17‚14/18 l=385
25
-0.40
14
+0.00
133
70
15
1 240‚12 l=94 (sehpa 2 adet/m2)ÿÿÿÿÿÿ
16 17‚14/18 l=231
15
5 17‚14/18 l=354
-1.60
22
20
-0.60
A-A TEMEL KESITI (1/50)
BOY
195
195
195
195
195
195
195
195
195
195
195
F-F TEMEL KESITI (1/50)
X Donati:‚14/18 (ust)-‚14/18 (alt)
Y Donati:‚14/18 (ust)-‚14/18 (alt)
DONATI
16‚14
16‚14
16‚14
16‚14
16‚14
55‚12+16‚14
16‚14
16‚14
16‚14
12‚14+12‚12
16‚14
22
KOLON
S101
S105
S102
S108
S103
S106
S109
S110
S104
S107
S111
RADYE TEMEL APLIKASYON PLANI (1/50)
7 17‚14/18 l=385
31
KOLON FILIZI
30
5
4 11‚14/18 l=191
14
2 11‚14/18 l=1200
14
14
70
TÝPÝK KOLON FÝLÝZÝ
3 11‚14/18 l=112
1172
14
84
TÝPÝK PERDE ÝNŞAAT DERZÝ DETAYI
14 14
14
14
31
14
14
1141
115
93
31
6 11‚14/18 l=143
2 11‚14/18 l=1200
14
14
93
5 11‚14/18 l=354
14
14
14
326
14
31
C-C TEMEL KESITI (1/50)
7 11‚14/18 l=385
14
326
70
+0.00
14
4 11‚14/18 l=191
-0.40
B-B TEMEL KESITI (1/50)
+0.00
-0.40
-1.60
-2.00
9 17‚14/18 l=291
14
70
8 17‚14/18 l=1014
-1.60
14
14
14
986
14
31
11 17‚14/18 l=1045
-2.00
14
986
193
9 17‚14/18 l=291
14
70
193
8 17‚14/18 l=1014
14
14
14
986
14
31
11 17‚14/18 l=1045
14
986
10 17‚14/18 l=554
14
14
14
526
14
31
193
12 17‚14/18 l=585
14
526
70
14
193
9 17‚14/18 l=291
METRAJ
10 17‚14/18 l=554
14
14
14
526
BETON (m3)
‚ 6-12 (kg)
‚ 14-50 (kg)
14
31
12 17‚14/18 l=585
14
526
70
14
9 17‚14/18 l=291
: 48
: 304.1
: 4588.49
MALZEME
BETON SINIFI
CELIK SINIFI
Etkin yer ivme katsayısı Ao :
Bina önem katsayısı
I :
Yapı davranı: katsayısı
R :
Zemin Yatak katsayısı
:
Zemin Emniyet gerilmesi
:
: C20 (fck:20MPa)
: S220 (fyk:220MPa)
.3
1
7
Paspayı :5.5cm
30000 kN/m³
200
kN/m²
172
P18
‚14
195
404.9
68
56
P16
P15
‚14
‚14
231
214
189.6
144.6
56
P14
‚14
876
56
34
P13
P12
‚14
‚14
814
585
550.3
240.1
34
P11
‚14
1045
428.9
34
112
P10
P09
‚14
‚14
554
291
227.4
393.5
34
P08
‚14
1014
416.2
67
11
P07
P06
‚14
‚14
385
143
311.4
18.9
67
22
P05
P04
‚14
‚14
354
191
11
P03
‚14
112
14.8
22
P02
‚14
1200
318.7
4588.49
67
P17
‚12
175
104
240
P01
‚12
94
200.1
304.1
ADET
POZ
CAP
BOY
AGIRLIK
PROJE
592.2
286.3
50.7
PROGRAM
3D ORNEGI
BETONARME YAPILARIN ANALIZ VE TASARIMI
RADYE TEMEL APLIKASYON PLANI (1/50)
>5‚
135
STructural Analysis for Computer Aided Design
YAPI SAHIBI
PAFTA
ADA
PARSEL
>1
0‚
G
S109
193
-2.00
C
S108
14
14
300
C
E
9 11‚14/18 l=291
5
S107
S106
E-E TEMEL KESITI (1/50)
5
193
300
E
13 56‚14/18 l=814
S105
14 56‚14/18 l=876
C
-0.40
A
800
A
200
3
200
3
800
C
D-D TEMEL KESITI (1/50)
S101
7 11‚14/18 l=385
S104
B
31
-1.60
S103
31
300
S102
B
A
+0.00
0
14
14
F
E
300
0
300
A
8
200
D
1000
15
0
1500
12
6
10
1
ONAY
PROJE MUELLIFI
REFERANS
RESIM NO.
ODA VIZESI
BELEDIYE ONAYI
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