5
4
14
K101 (25/50)
S101 (D=40)
(25/50)
S102K102
(D=40)
50
D101
Q=2kN/m²
10cm
16ƒ8/30 l=565
80
250
1.5
P103
D102
Q=2kN/m²
10cm
DD103
Q=2kN/m²
10cm
14.0
7ƒ8/20 l=405
P6ƒ10
485
P10ƒ10
P11ƒ10
K104 (25/60)
S105 (D=40)
273
8
260
P16ƒ10
131
8
94
8
134
P22ƒ8
261
8
272
8
E
4.0
4.2
B
F
12ƒ8/33 l=210
8ƒ8/20 l=420
6.0
C
9.5
D
S108
(30/70)
K118 (25/50)
P19ƒ10
236
D107
Q=2kN/m²
10cm
D108
Q=2kN/m²
10cm
13ƒ8/29 l=410
8
S107
(35/75)
0
135
6.0
K113 (30/60)
23ƒ12/21 l=290
K106 (25/50)
D106
Q=2kN/m²
15cm
C
6
1.5
14ƒ8/20 l=155
K105 (25/60)
S106 (D=40)
0
l=37
K318
240
4.0
4.2
39ƒ12/25 l=685
+9.00
B
C
555
13ƒ8/30 l=515
14ƒ8/20 l=140
B
F
P14ƒ10
P15ƒ10
P24ƒ10
250
A
13ƒ8/30 l=515
39ƒ12/25 l=565
950
180
S308
(30/50)
6
270
385
C-C kesiti (1/50)
20
B
F
K306
20
8ƒ8/
4
4.2
0.0
S104
(35/60)
7ƒ10/2
13ƒ8/30 l=650
P3ƒ12
275
12
23 11ƒ8/30
21 11ƒ8/30
S103
(35/50)
P116
P25ƒ8
0.0
4
P115
355
A
5
12.5
P21ƒ8
6
7ƒ10/2
1 l=2
40
P20ƒ8
415
2
95
1 l=2
7ƒ10/2
35
1 l=4
P17ƒ8
250
3
13ƒ8/30 l=200
P13ƒ8
565
7
13ƒ8/30 l=370
140
1
13ƒ8/29 l=355
P26ƒ8
11.5
130
12ƒ8/20 l=155
8
10.0
173
K114 (25/50)
8
6ƒ10/30 l=720
6ƒ10/30 l=980
85
16ƒ8/30 l=565
6
195
P9ƒ8
P12ƒ8
16ƒ8/30 l=415
P23ƒ8
155
5.0
P5ƒ8
P18ƒ8
225
K112 (25/50)
268
8
2.0
253
8
203
16ƒ8/30 l=415
K303
+7.50
P2ƒ8
8
277
8
23ƒ12/21 l=290
195
260
234
8
100
E
11
10
l=
8
8
138
6
13ƒ8/30 l=650
13ƒ8/30 l= 375
l= 25
15ƒ1
0
0/21
l= 24
0
273
116
6
18ƒ8/15 l= 140
22
12
K313 (25/50)
20 19
ƒ8
24 /28
8
6
P8ƒ8
10/3
l= 78
5
l= 55
5
135
P4ƒ8
P7ƒ8
390
6ƒ
ƒ10/
22
0
l= 69
0/30
5
18ƒ1
l= 55
0/30
18ƒ1
D309
10cm
6
270
350
16
15
8ƒ8/20 l= 415
P1ƒ8
480
12ƒ8/33 l=265
K318 (25/50)
13ƒ8/29 l= 410
350
19
24
15 24 ƒ10/22
13
D308
10cm
21
E
555
26
25
l=
1.5
385
l=
/28
485
l=
6ƒ10
/28
6ƒ10
l=
l=
195
10/2
8
11
5ƒ
10 10/28
5ƒ
l=
5ƒ8/
33
12
l= 705
7
D307
10cm
275
18ƒ8/15 l= 155
A
A
S304
(30/50)
150
13ƒ8/20 l= 155
14
7ƒ8/20 l= 390
S307 K306 (25/50)
(70/35)
20ƒ8/25 l= 270
S306
(50/30)
18 16ƒ8/30
17 16ƒ8/30
3
2/23
23ƒ1
9
l= 565
K317 (25/50)
22ƒ10/22 l= 270
l= 705
6
D306
10cm
6
18 20ƒ8/24
17 20ƒ8/24
C
K305 (25/50)
S305
(50/30)
l= 565
20
950
180
B
K304 (25/50)
K310 (25/50)
B
F
4
4.2
9
6ƒ10/28 l= 250
8
385
l= 69
0
l= 55
5
D303
10cm
13ƒ8/30 l= 195
ƒ8/2
2
S303
(25/50)
13ƒ8/29 l= 355
2 18
ƒ8/2
1 18 2
0
l= 69
/22
5
18ƒ8
l= 55
/22
18ƒ8
K314 (25/50)
D302
10cm
485
l= 625
S302
(30/60)
l= 480
5
l= 27
5 24ƒ8/20
4 24ƒ8/20
l= 480
l= 625
2
1
2/28
K312 (25/50)
3
14ƒ1
5 21ƒ8/23
4 21ƒ8/23
150
1.5
D301
10cm
250
E
K303 (25/50)
S301 (D=40)
A
0
K316 (25/50)
0
K311 (25/50)
A
K302 (25/50)
K315 (25/150)
K301 (25/50)
0.0
150
P111
100
C
150
P110
6
500
12.5
5
1400
500
11.5
2
10
3
0
1
16ƒ8/33 l=515
11ƒ8/30 l=680
l= 550
14ƒ8/38 l=1140
l= 415
11ƒ8/30 l=420
1
7
3
0
l=51
2
S112
(40/40)
6
14.0
4
3. NORMAL KAT KALIP PLANI (1/50)
S111
(60/30)
S110
(50/30)
12.5 8/33
5ƒ
5
S109
(30/60)
K109 (25/50)
11.5
11.5
6
K108 (25/50)
10.0
2
S312
(40/40)
150
K107 (25/50)
5.0
3
C
10
5
1
100
9.5
2.0
S311
(60/30) 150
500
1400
D
0.0
S310
(50/30)
500
D
+10.00
K309 (25/150)
14
S309
(40/40)
K308 (25/50)
9.5
12.5
K307 (25/50)
0
5
4
1. NORMAL KAT KALIP PLANI (1/50)
+11.00
b
b
a
K312
+9.00
K311
K314
K316
37
P03
ƒ12
275
90.2
15
P24
ƒ10
240
90.2
22.1
24
P19
ƒ10
785
116
18
P16
ƒ10
690
76.5
42
P15
ƒ10
555
143.5
6
11
P14
P11
ƒ10
ƒ10
250
385
9.2
26
11
P10
ƒ10
485
32.8
22
P06
ƒ10
270
36.5
462.6
13
A-A kesiti (1/50)
METRAJ
KALIP
(m2)
BETON (m3)
ƒ 6-12 (kg)
+11.00
: 214.13
: 23.18
: 1317.8
+10.00
K317
MALZEME
BETON SINIFI
CELIK SINIFI
+9.00
: C30 (fck:30MPa)
: S420 (fyk:420MPa)
Etkin yer ivme katsayısı Ao :
Bina önem katsayısı
I :
Yapı davranı6 katsayısı
R :
K310
K313
.4
1
8
P26
410
P25
ƒ8
355
18.1
P23
ƒ8
550
23.8
P22
ƒ8
375
19.2
19
19
P21
P20
ƒ8
ƒ8
415
250
31
18.7
36
P18
ƒ8
705
100
36
P17
ƒ8
565
80.1
18
26
P13
P12
ƒ8
ƒ8
140
195
9.9
19.9
31
P09
ƒ8
155
18.9
7
P08
ƒ8
390
10.7
20
P07
ƒ8
270
21.2
45
45
P05
P04
ƒ8
ƒ8
625
480
110.8
85.1
36
P02
ƒ8
690
97.9
36
P01
ƒ8
555
78.7
BOY
765
AGIRLIK
CAP
B
c
min.(2d , A/2)
d
No
13
POZ
c
a
21
11
ADET
A
PLAK BOŞLUK KENARI DONATI LÝSTESÝ
13
D101
A
cm
80
B
cm
50
a
8ƒ8 l=136
b
Donatı
b
8ƒ8 l=106
c
8ƒ8 l=56
MALZEME
BETON SINIFI
CELIK SINIFI
PROGRAM
BETONARME YAPILARIN ANALIZ VE TASARIMI
135
PAFTA
ADA
PARSEL
135
RESIM NO.
ODA VIZESI
STructural Analysis for Computer Aided Design
ÖNEMLÝ NOTLAR:
YAPI SAHIBI
1-Kalıp alınmasından sonra, kolon ve kiri6lerde
beton kürleme i6lemi mutlaka yapılmalıdır.
2-Açıklıkların 6m den büyük olması nedeniyle,
kalıp dikmeleri, uygulama katınının altında
2 katta bırakılmalıdır.
>8
‚
>5‚
ONAY
REFERANS
PROGRAM
BETONARME YAPILARIN ANALIZ VE TASARIMI
1. NORMAL KAT KALIP PLANI (1/50)
STructural Analysis for Computer Aided Design
YAPI SAHIBI
PROJE MUELLIFI
Paspayı :1.5cm
SPACE A.ST4
3. NORMAL KAT KALIP PLANI (1/50)
>5‚
.4
1
8
PROJE
SPACE A.ST4
B-B kesiti (1/50)
: C30 (fck:30MPa)
: S420 (fyk:420MPa)
Etkin yer ivme katsayısı Ao :
Bina önem katsayısı
I :
Yapı davranı6 katsayısı
R :
Paspayı :1.5cm
PROJE
K315
ƒ8
>1
0‚
D
9.5
K309
14ƒ8/38 l=1020
PROJE MUELLIFI
BELEDIYE ONAYI
REFERANS
RESIM NO.
PAFTA
ADA
PARSEL
ONAY
ODA VIZESI
BELEDIYE ONAYI

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