betonarme projesİ

SİYAH DOLGULU HÜCRELERDE GEREKLİ AÇIKLAMALAR YAPILMIŞTIRBETONARME PROJESİ

AÇIKLIKLAR Kiriş Ön Boyutları=Lx1(cm) Lx2(cm) Ly1(cm) Ly2(cm)

405 260 420 360

MALZEME DEPREM BÖL. Kolon Ön Boyutları=C 20 BÇ 3 3 2.25

C 20 130 10 200 BÇ 3 3650 3650 4200 2850000

ZEM. EM.GER.(kg/cm2)

Fcd (kg/cm2)

Fctd (kg/cm2)

Fck (kg/cm2)

Fyd (kg/cm2)

Fywd (kg/cm2)

Fyk (kg/cm2)

Ec (t/m2)

A3

YUNUS &SALİH : PROJE VERİLERİNİ GİRİNİZ !

A5

YUNUS &SALİH : PROJE GENELİNDE, KIRMIZI RENKLE YAZILMIŞ YAZILAR ÖZELDİR (SİZE AİT DEĞERLERİ GİRİNİZ ) ; MAVİ RENKLE YAZILMIŞ YAZILAR İKİ KEZ YAZILACAK !

A7

YUNUS &SALİH : BİLGİ YAZARKEN SAYFA İSİMLERİNİN SONUNDA VERİLEN SIRAYA GÖRE VE HERSAYFANIN BAŞINDAN BAŞLAYARAK YAZINIZ !

KALIP PLANLARI:

1 2 3 3 2 1

160 345 260 405 160

F

E

D

C

B

A

AK101 K101

A

K11

1

4

K11

1

K11

1

K11

1

### DD101

BK102 K103 K102

BP101 1 S101 S101 P101

D102

###K

112

K11

7

K11

7

K11

2

CS102 K104 K105 K104 S102

C1 1 P102 1 P102

B101 D103 D104

K106

### 4

K11

3

K11

6

DD105

K11

6

K11

3

DK107 K108 K107

DS102 1 P103 1 P103 S102

D106 D107

###

K11

2

K11

5

K11

9

K11

5

K11

2

EP101 K109 S103 K110 S103 K109 P101

E

K11

1

K11

4

K11

8

1

K11

4

K11

1

### B102

FK101 K101

F

1 2 3 3 2 1

ZEMİN KAT

1 2 3 3 2 1

160 345 260 405 160

AK201 K201

A

K20

9

K20

9

K20

9

K20

9

### 1

BK202

BP201 D201 S201 S201 P201

###

K21

0

K21

5

K21

5

K21

0

CS202 K203 K204 K203 S202

CP202 1 P202

B201 D202 D203

1 1 K205

###

K21

1

K21

4

K21

4

K21

1

DD204

4

DK206 K207 K206

DS202 P203 P203 S202

1 1D205 D206

###

K21

0

K21

3

K21

7

K21

3

K21

0

EP201 S203 K208 S203 P201

E

K20

9

K21

2

K21

6 1K

212

K20

9

### B202

FK201 K201

F

1 2 3 3 2 1

NORMAL KAT

YÜK ANALİZİ TABLOSUSABİT YÜK

1 Mozayik Kaplı Döşeme

2 0.04

3 0.066

12 0.3

2 0.04

g= 0.146

2 Ahşap Parke Kaplı Döşeme

3 0.024

3 0.066

12 0.3

2 0.04

g= 0.43

3 Ahşap Parke Kaplı Düşük Döşeme

3 0.024

3 0.066

38 0.63

12 0.3

2 0.04

g= 1.06

4 Seramik Kaplı Düşük Döşeme

2 0.04

3 0.066

38 0.532

12 0.3

2 0.04

g= 0.678

HAREKETLİ YÜKLER

Konut oda, teras ve koridorları ................................ 0.2

Konut merdiven, sahanlık ....................................... 0.35

Balkonlar ............................................................. 0.35

Yarım tuğla duvar taşıyan döşemelerde ilave ........... 0.15

kaplama + sıva ..................................................... 0.15

Seramik Kaplama (g=2,0 t/m3) ............................. t/m2

Tesfiye Betonu (g=2,2 t/m3) ............................. t/m2

Betonarme Plak (g=2,5 t/m3) ............................. t/m2

Tavan Sıvası (g=2,0 t/m3) ............................. t/m2

t/m2

Ahşap Parke (g=0,8 t/m3) ............................. t/m2

Tesfiye Betonu + Şap (g=2,2 t/m3) ............................. t/m2

Betonarme Plak (g=2,5 t/m3) ............................ t/m2

Tavan Sıvası (g=2,0 t/m3) ............................. t/m2

t/m2

Ahşap Parke (g=0,8 t/m3) ............................. t/m2


Curuf Betonu (g=1,4 t/m3) ............................ t/m2

Betonarme Plak (g=2,5 t/m3) ........................... t/m2

Tavan Sıvası (g=2,0 t/m3) .......................... t/m2

t/m2

Fayans Kaplama (g=2,0 t/m3) ............................. t/m2


Curuf Betonu (g=1,4 t/m3) ............................ t/m2

Betonarme Plak (g=2,5 t/m3) ........................... t/m2

Tavan Sıvası (g=2,0 t/m3) .......................... t/m2

t/m2

t/m2

t/m2

t/m2

t/m2

t/m2

DÖŞEME HESAPLARI

ZEMİN KAT DÖŞEME ANALİZLERİ

D201 DÖŞEMELERİ

32

0

lxn lyn lx ly m425 460 450 485 1.07777778 0.5 11.08198925

hfmin=lxn/(15+20/m)*(1-ap/4)çift yönlü döşemetabaka kalınlığı= 14 cm alınır

345 Sehim Şartı:DURUM 7 hfmin= 11.08199 < 14

g q Pd0.43 0.2 0.922

t= 14

D202 DÖŞEMELERİ

42

7.5

lxn lyn lx ly m320 402.5 345 427.5 1.23913043 1 7.707042254


345 Sehim Şartı:DURUM 6K hfmin= 7.707042 < 14

g q Pd0.43 0.2 0.922

t= 14

D103 DÖŞEMELERİ 1 Mozayik Kaplı Döşeme

36

0

lxn lyn lx ly m320 335 345 360 1.04347826 0.744680851 7.62221069


345 Sehim Şartı:DURUM 2U hfmin= 7.622211 < 14

g q Pd0.496 0.2 1.0144

t= 14

D104 DÖŞEMESİ 1 Mozayik Kaplı Döşeme

12

0

lxn lyn lx ly m95 235 120 260 2.16666667 0 3.166666667

hfmin=lxn/30tek yönlü döşemetabaka kalınlığı= 14 cm alınır


g q Pd0.496 0.2 1.0144

t= 14

ap hfmin

ap hfmin

ap hfmin

ap hfmin

E72

YUNUS&SALİH : Hf min 14cm den büyük olursa döşeme kalınlığını kendiniz giriniz

DD105 DÖŞEMESİ 4 Mozayik Kaplı Düşük Döşeme

24

0

lxn lyn lx ly m ap215 235 240 260 1.08333333 0 6.425287356



g q Pd1.028 0.35 1.9992

t= 14


42

7.5

lxn lyn lx ly m ap320 402.5 345 427.5 1.23913043 0.5 8.991549296



g q Pd0.496 0.2 1.0144

t= 14


42

7.5

lxn lyn lx ly m ap105 402.5 130 427.5 3.28846154 0 3.5



g q Pd0.496 0.2 1.0144

t= 14

B101 DÖŞEMELERİ 1 Mozayik Kaplı Döşeme

36

0

ls ll hfmin160 360 15

g q Pd0.521 0.5 1.5294

160

hfmin

hfmin

hfmin

NORMAL KAT DÖŞEME ANALİZLERİ


74

7.5

lxn lyn lx ly m320 722.5 345 747.5 2.16666667 0 10.66666667

hfmin=lxn/30tek yönlü döşeme tabaka kalınlığı= 12 cm alınır

345 Sehim Şartı:DURUM 6K hfmin= 12.8 < 12

g q Pd0.496 0.2 1.0144

t= 14


36

0

lxn lyn lx ly m320 335 345 360 1.04347826 0.744680851 7.62221069



g q Pd0.446 0.2 0.9444

t= 12

D203 DÖŞEMESİ 1 Mozayik Kaplı Döşeme

12

0

lxn lyn lx ly m95 235 120 260 2.16666667 0 3.166666667



g q Pd0.446 0.2 0.9444

t= 12

DD204 DÖŞEMESİ 4 Mozayik Kaplı Düşük Döşeme

24

0

lxn lyn lx ly m ap215 235 240 260 1.08333333 0 6.425287356



g q Pd0.978 0.35 1.9292

t= 12

ap hfmin

ap hfmin

ap hfmin

hfmin


74

7.5

lxn lyn lx ly m ap320 722.5 345 747.5 2.16666667 0 10.66666667



g q Pd0.496 0.2 1.0144

t= 14


42

7.5

lxn lyn lx ly m ap105 402.5 130 427.5 3.28846154 0 3.5



g q Pd0.446 0.2 0.9444

t= 12

B201 DÖŞEMELERİ 1 Mozayik Kaplı Döşeme

36

0

ls ll hfmin160 360 15

g q Pd0.521 0.5 1.5294

160

hfmin

hfmin

min. Donatı koşulları: BÇ 3Açıklık donatısı: Tek Yön.Döş. 0.002

Çift Yön.Döş. 0.0035 (iki doğrultu toplamı)Mesnet donatısı: Minimum Donatı= F8 / 30

Boyuna Mesnet donatısı: Minimum Donatı= F 8 / 30

ZEMİN KAT DÖŞEME HESABI AÇIKLIK DONATISI HESABI

MESNET AÇIKLIK HESAPDöş No dx t lxn m Mmx kx rx Max Kx Px Px Asx

Hal dy Pd lyn Mmy ky ry May Ky Py Py AsyD201 13 14 4.25 1.0777777778 0 0 0 0 0.083 138.2250875 122.2643465 0.0012 0.002 2.6

DURUM 7 12 0.922 4.6 1665.3625 0 0 0 0 0.05 83.268125 172.9353219 0D202 13 14 3.2 1.2391304348 0 0 0 0 0.046 43.429888 389.13294 0.0015 0.002 2.6

DURUM 6K 12 0.922 4.025 944.128 0.058 54.75942 3.7 1.15625 0.044 41.541632 346.640209 0.0015 0.0015 1.8D103 13 14 3.2 1.0434782609 0.0488 50.69079 3.65 1.140625 0.0365 37.9142144 445.7431142 0.0015 0.002 2.6

DURUM 2U 12 1.0144 3.35 1038.7456 0.041 42.58857 4.32 1.35 0.031 32.2011136 447.1895034 0.002 0.002 2.4D104 13 14 0.95 2.1666666667 0.098 8.971861 2.3 2.421053 0.074 6.7746704 2494.586305 0.003 0.003 3.9

DURUM 6U 12 1.0144 2.35 91.5496 0 0 0 0 0.044 4.0281824 3574.813295 0DD105 12 13 2.15 1.0833333333 0 0 0 0 0.0556 51.38163912 280.2557537 0.002 0.002 2.4

DURUM 7 11 1.9992 2.35 924.1302 0 0 0 0 0.05 46.20651 261.8678623 0.0026 0.0026 2.86D106 13 14 3.2 1.2391304348 0.0518 53.80702 3.88 1.2125 0.039 40.5110784 417.1698377 0.002 0.002 2.6

DURUM 3 12 1.0144 4.025 1038.7456 0.049 50.89853 4.01 1.253125 0.037 38.4335872 374.6722866 0.003 0.003 3.6D107 13 14 1.05 3.2884615385 0.08 8.947008 2.68 2.552381 0.06 6.710256 2518.532825 0.002 0.002 2.6

DURUM 4 12 1.0144 4.025 111.8376 0 0 0 0 0.044 4.9208544 2926.321088 0

14-1 0

-0.1 M=q*l^2/2 M= 0.000 K= bw*d^2/Md K= #DIV/0! r= 0.0052 -0.52-2 0

B10114 15

1.5 M=q*l^2/2 M= 1.721 K= bw*d^2/Md K= 113.9154062 r= 0.0052 7.2813 1.5294MESNET DONATISI HESABI

Döş 1 Mmk r1 dM K1 P1 As1 Mevcut As EK As MESNETDöş 2 r2 K2 As2 DONATISID202 54.75942 0.77774 1.15625 8.1139029333 3.743322 51.0161 13 331.268 0.0034 4.42 F8/30+F8/36

1.35 F8/30D103 42.58857 1.35 2.50625 4.370581 46.95915 13 359.8873 0.003 3.9 3.07D103 42.58857 0.836735 1.35 5.5399765333 2.918622 45.50719 13 371.3699 0.0028 3.64 F8/36+F8/35

1.07 F8/30D106 50.89853 1.2125 2.5625 2.621355 48.27718 13 350.0619 0.003 3.9 2.83D106 53.80702 0.16628 1.2125 29.906676053 9.631605 44.17542 13 382.5657 0.0028 3.64 F8/36+F8/31

0 0D107 8.947008 2.552381 3.7648809524 20.27507 29.22208 13 578.3298 0.002 2.6 3.015D107 8.947008 1 0 0 0 8.947008 13 1888.9 0.002 2.6 F8/31+F8/31

0 0D107 8.947008 0 0 0 8.947008 13 1888.9 0.002 2.6 3.24D103 50.69079 0.294615 1.140625 80.911143147 80.91114 131.6019 13 128.4176 0.0065 8.45 F8/36+F10/11

0 0B101 172.057 0 1.140625 0 172.0575 14 113.9154 0.0052 7.28 8.535

Boyuna mesnet donatısı :

DD101 İçin 0,60 * As = 1.56 D107 İçin 0,60 * As = 1.56

D104 İçin; 0,60 * As = 2.34Burulma donatısı

DD101 için 3/4 * Asm = 1.95 3/8*Asm 0.975

D102 için 3/4 * Asm = 1.35 3/8*Asm 0.675

D106 için 3/4 * Asm = 2.7 3/8*Asm 1.35

NORMAL KAT DÖŞEME HESABI AÇIKLIK DONATISI HESABI

MESNET AÇIKLIK HESAPDöş No dx t lxn m Mmx kx rx Max Kx Px Px Asx

Hal dy Pd lyn Mmy ky ry May Ky Py Py AsyD201 12.5 14 3.2 2.1666666667 0 0 0 0 0.0619 64.29835264 243.007781 0.0031 0.0031 3.875

DURUM 6K 11.5 1.0144 7.225 1038.7456 0.058 60.24724 5.87 1.834375 0.044 45.7048064 289.356876 0.0026 0.0026 2.99D202 10.5 12 3.2 1.0434782609 0.0488 47.1928 3.65 1.140625 0.0365 35.2978944 312.341577 0.002 0.002 2.1

DURUM 2U 9.5 0.9444 3.35 967.0656 0.041 39.64969 4.32 1.35 0.031 29.9790336 301.0437268 0.002 0.002 1.9D203 10.5 12 0.95 2.1666666667 0.098 8.352746 2.3 2.421053 0.074 6.3071754 1748.009101 0.003 0.003 3.15

DURUM 6U 9.5 0.9444 2.35 85.2321 0 0 0 0 0.044 3.7502124 2406.530361 0 0 0DD204 10.5 12 2.15 1.0833333333 0 0 0 0 0.0556 49.58256212 222.3563997 0.0024 0.0024 2.52

DURUM 7 9.5 1.9292 2.35 891.7727 0 0 0 0 0.05 44.588635 202.4058373 0.0026 0.0026 2.47D205 12.5 14 3.2 2.1666666667 0.0709 73.64706 4.69 1.465625 0.0536 55.67676416 280.6377173 0.0026 0.0026 3.25

DURUM 3 11.5 1.0144 7.225 1038.7456 0.049 50.89853 6.37 1.990625 0.037 38.4335872 344.1000688 0.0021 0.0021 2.415D206 10.5 12 1.05 3.2884615385 0.08 8.329608 2.68 2.552381 0.06 6.247206 1764.788931 0.003 0.003 3.15

DURUM 4 9.5 0.9444 4.025 104.1201 0 0 0 0 0.044 4.5812844 1969.971565 0 0 0

B20113.5 15

1.5 M=q*l^2/2 M= 1.721 K= bw*d^2/Md K= 105.9238917 r= 0.0052 7.0212.5 1.5294

MESNET DONATISI HESABI Döş 1 Mmk r1 dM K1 P1 As1 Mevcut As EK As MESNETDöş 2 Mmb r2 K2 As2 DONATISID201 60.24724

0.6581161.834375 13.731703467 7.910216 52.33703 12.5 298.5458 0.0024 3 F8/33+F8/36

0.605 F8/30

D202 39.64969 1.35 3.184375 5.821488 45.47118 10.5 242.4613 0.003 3.15 2.545D202 39.64969

0.7789951.35 7.4992298667 3.030559 42.68025 10.5 258.3162 0.0028 2.94 F8/36+F8/36

0.15 F8/30

D205 50.89853 1.990625 3.340625 4.468671 46.42986 12.5 336.5291 0.0021 2.625 2.79D205 73.64706

0.1131021.465625 43.544970027 15.88365 57.76341 12.5 270.4999 0.0028 3.5 F8/30+F8/31

0.205 F8/30

D206 8.329608 2.552381 4.0180059524 27.66132 35.99093 10.5 306.3272 0.0024 2.52 3.295D206 8.329608

10 0 0 8.329608 10.5 1323.592 0.003 3.15 F8/31+F8/31

00

D206 8.329608 0 0 0 8.329608 10.5 1323.592 0 0 3.24D202 47.1928

0.2742851.140625 83.24313248 83.24313 130.4359 10.5 84.52425 0.0065 6.825 F8/36+F10/11

00

B201 172.0575 0 1.140625 0 172.0575 13.5 105.9239 0.0052 7.02 8.535 Boyuna mesnet donatısı :

D203 İçin; 0,60 * As = 1.89 D206 İçin; 0,60 * As = 1.89Burulma donatısı

D201 için 3/4 * Asm = 2.90625 3/8*Asm 1.453125

D205 için 3/4 * Asm = 2.4375 3/8*Asm 1.21875

r min =r min =

amx aax100*Pd*lxn^2 amy aay

Mm1 Mdm1 Mmax1 d1Mm2 Mmb Sr Mdm2 Mmax2 d2 P2

1,89cm2 F8/26 1,89cm2 F8/26

1,89cm2 F8/26

As1 = cm2 F8/21 As2 = cm2 F8/30

As1 = cm2 F8/20 As2 = cm2 F8/30

As1 = cm2 F8/23 As2 = cm2 F8/30

amx aax100*Pd*lxn^2 amy aay

Mm1 Mdm1 Mmax1 d1Mm2 Sr Mdm2 Mmax2 d2 P2

1,89cm2 F8/26 1,89cm2 F8/26

As1 = cm2 F8/17 As2 = cm2 F8/30

As1 = cm2 F8/20 As2 = cm2 F8/30

F292

YUNUS&SALİH : KIRMIZI YERLERDEKİ DEĞERLERİ İLGİLİ ÇİZELGE VE ABAKLARDAN GİRİNİZ

10.5 cmseçilen h 12 cm

B102

g q h

310

0.446 0.25 0.696 0.5 1.7744 12

K e105 1.05 3.1 0.601006 2.952381 19.9 10.5 0.030201329 0.057239

d10.5 3650.502 528.1

'Kxr >Kmin olduğundan min. Donatı yeterlidir

2.1

1.9

10.5 cmseçilen h 12 cm

B202

g q h

310

0.446 0.25 0.696 0.5 1.7744 12

K e105 1.05 3.1 5.775672 2.952381 32.7 15.4 95.3 0.176626 0.3750436 0.060605163

d10.5 624.2001 528.1

'Kxr >Kmin olduğundan min. Donatı yeterlidir

2.1

1.9

h=lx/10 =

gd gp pd

lx ly mxr mxer2 Mxr Mxer2

Kxr Kmin

Min Asx= cm2 F8/18 (Min.)

Min Asy= cm2 F8/18 (Min.)

h=lx/10 =

gd gp pd

lx ly mxr mxer mymax Mxr Mxer Mymax

Kxr Kmin

Min Asx= cm2 F8/18 (Min.)

Min Asy= cm2 F8/18 (Min.)

MERDİVEN HESABI

15 cm

100 cm

240 cm

57.5 cm

15 cm

X= 150 cm

Y= 240 cm

10 100 40 cm 100 10

Hareketli yük;

0.625 0.848

Basamak yüks.; S 16.67 cm

B Genişliği; a= 30 cm

Seçilen plak kalın. h= 15 cm d= 12 cm

YÜK HESABI:

Özağırlık:............ 0.442 t/m^2

Kaplama+sıva:... 0.15 t/m^2

Basamak ağırlığı: 0.183 t/m^2

gb= 0.776 t/m^2

tana= cosa=

KAT SAHANLIĞI; q= 0.35 t/m^2

Özağırlık.............. 0,12*2,5= 0.3 t/m^2

Kaplama+sıva......................... = 0.15 t/m^2

gsk= 0.45 t/m^2

ARA SAHANLIKTA;

Özağırlık.............. 0,15*2,5= 0.375 t/m^2

Kaplama+sıva......................... = 0.15 t/m^2

gsa= 0.525 t/m^2

HESAP YÜKLERİ;

Pd= 1,4*g+1,6q t/m^2 Va+Vb= 6.30 t/m^2

Pdb= 1.65 t/m^2 Toplam moment=0

Pdsk= 1.19 t/m^2 Vb= 3.14 t/m^2

Psa= 1.30 t/m^2 Va= 3.16 t/m^2

1.19 1.65 1.30 y1= 0.86275

y2= 3.949852

A C D B

0.73 2.4 1.15

3.16 2.30

+ +

(V)ton 1.7

1.397 3.1

DONATI HESABI;

Md= 3.58 tm Çizelge(3.4)den

K= 40.18 r= 0.0119

As= 14.28 cm^2 Seçilen

(Düz+pilye)

DAĞITMA DONATISI ;

As= 2.856 cm^2 Seçilen

f16/13 (15,47 cm^2)

f8/16 (3,14cm^2)

SAHANLIK KİRİŞİ HESABI

0.45 0.78 0.53

Vag+Vbg= 2.79 ton

A C D B Vbg= 1.39 ton

0.73 2.4 1.15 Vag= 1.40 ton

0.35

Vaq=Vbq= 0.75 ton

A B

4.28 m

YÜKLER; ÖLÜ YÜKLER; HAREKETLİ YÜKLER;

Kirişin zati ağırlığı.................. 0.3125 ton

Duvar................................... 0.25 ton

Merdiven.............................. Vbg= 1.39 ton Vbq= 0.75 ton

Tg= 1.95 ton Tq= 0.75 ton

Pd= 1,4*Tg+1,6*Tq

Pd= 3.93 ton

1.5 m 50

3.93

25

1.5 m

lp= 427.50 cm

15

50

35

25

KİRİŞ TABLA GENİŞLİĞİ;

b= bw+1/10*lp

b= 67.75 cm Ikol= 26.04 dm^4

b= 50 cm Kiriş ağırlık merkezi( c)

Kontrol; c= 29.04 cm

25 < 90 uygundur

Ikir= 36.07 dm^4

Çubuk redörleri; Lkir= 427.50 cm Dağıtma Katsayıları;

rkol= Ikol/lkol= 0.174 dm^4/cm 0.402

rkir= Ikir/lkir= 0.084 dm^4/cm 0.195

Ankastrelik Momentleri;

M= Pd*l^2/12= 5.98 598 tcm

Va= Pd*l/2= 8.396 8396 kg

DM= Va*a/3= 69.97 tcm

Mesnet Açıklık Mesnet

My 0.20 598.25061 299.1253 -598.25061 0.20

Mn 58.47 58.47 -58.47

Mt 657 -657

Md -128.38 128.38

M 528 357.60 -528

DM -69.97 69.97

M' 458 -458

0.402 -264 264 0.402

0.402 -264 264 0.402

Va 8.396 8.396

DV

V 8.396 8.396

fctd= 10 kg/cm^2

fyd= 3650 kg/cm^2

mkol=mkir=

AÇIKLIKTA DONATI HESABI

K= 154.4326115 >Kl=38,0 Kesit yeterlidir

0.002 As= 2.6 cm^2

seçilen= 2.8 cm^2

2düz+2pilye

Montaj

MESNETTE DONATI HESABI Etriye

K= 120.4799468 >Kl=38,0 Kesit yeterlidir

0.002 As= 2.6 cm^2

seçilen = 3.08 cm^2

ilave

Etriye

MESNET ALT BÖLGESİ = seçilen = 0KAYMA TAHKİKİ

fctd= 10 kg/cm^2

Vcr= 7638 t/cm^2 Vd= 4.99 ton

Vcr= 7.64 t/cm^2

fcd= 130 kg/cm^2 Vmax>Vcr>Vd olduğuna göre minimum don.

fywd= 3650 kg/cm^2 kullanılır.

Vmax= 0,25*fcd*bw*d 0,3*fctd/fywd

Vmax= 38.2 ton 0.0008219

minAsw/S= minAsw/S= 0.0205479

Asw= 1 cm^2

Ao= 0.5 cm^2 1/S= 0.0205479

S= 48.666667 cm <d/2 23.5 cm

Bu şartlar altında S=20cm seçilmek suretiyle; Etriye

rmin=

4f14(6,16cm^2)

2f12

f8/20

rmin=

2f14

f8/10

minrw=

minrw=

minrw*bw

f8 için

f8/20

ZEMİN KAT KİRİŞ VE KOLON YÜK ANALİZİ

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)

K101Zati ağırlık 0.3125

Duvar 0.5DD101 0.91375 0.425

TOPLAM 1.72625 0.425



DD101 0.91375 0.425D102 0.5769 0.2683

TOPLAM 1.80317 0.6933



Duvar 0.2Merdiven 1.20795654786104 0.748125

TOPLAM 1.72045654786104 0.748125


K104

Zati ağırlık 0.3125Duvar 0.5D102 0.5769 0.2683D103 0.529067 0.213333

TOPLAM 1.91848 0.481667


K105Zati ağırlık 0.3125Merdiven 1.22 0.748125

D104 0.21887100591716 0.0882544378698225TOPLAM 1.74720369970955 0.836379437869823


K106

Zati ağırlık 0.3125Duvar 0.625D104 0.21887100591716 0.0882544378698225

DD105 0.791225443786982 0.269386094674556TOPLAM 1.94759644970414 0.357640532544379


K107


TOPLAM 2.00703333333333 0.481666666666667


K108

Zati ağırlık 0.3125Duvar 0.5K119 2.41077375 0.2113125

DD105 0.791225443786982 0.269386094674556TOPLAM 4.01449919378698 0.480698594674556



D106 0.665466666666667 0.268333333333333DD101 0.91375 0.2683

TOPLAM 1.89171666666667 0.536666666666667


K110

Zati ağırlık 0.3125Duvar 0.5B102 0.597168 0.429K119 2.41077375 0.2113125

TOPLAM 3.82044175 0.6403125

C2

YUNUS&SALİH : VERİLER SAYFASINDA GİRDİĞİNİZ KOLON PERDE ÖN BOYUTLARINI SAYFA SONUNDAKİ TABLOYA GİRİNİZ



Duvar 0.625 K101 2.97778125 0.733125

TOPLAM 3.91528125 0.733125



Duvar 0.5D106 0.529066666666667 0.213333333333333

TOPLAM 1.34156666666667 0.213333333333333


K113

Zati ağırlık 0.3125Duvar 0.5D103 0.553866666666667 0.223333333333333B101 0.8336 0.8

TOPLAM 2.19996666666667 1.02333333333333


K114


TOPLAM 4.11215625 0.864375


K115


TOPLAM 1.72696666666667 0.318333333333333


K116

Zati ağırlık 0.3125Duvar 0.5K106 2.28842582840237 0.420227625739645D103 0.553866666666667 0.223333333333333

DD105 0.864827810650888 0.294445266272189TOPLAM 4.51962030571992 0.938006225345168



Duvar 0.625D102 0.529066666666667 0.213333333333333

TOPLAM 1.46656666666667 0.213333333333333



Duvar 0.625B102 0.39375 0.2625

TOPLAM 1.33125 0.2625



Duvar 0.625D107 0.2604 0.105

TOPLAM 1.1979 0.105

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)Zati ağırlık 0.3125

Duvar 0.250Merdiven 3.141 0.748125

TOPLAM 3.703 0.748125

Ksahanlık

G (ÖLÜ YÜK) Q(HAREKETLİ)

S101ELEMAN KİRİŞ BOYU (m) KİRİŞ YÜKÜ t/m Ng (t) KİRİŞ YÜKÜ t/m Nq (t)

KOLON ZATİ AĞIRLIĞI= 1.31252.6 3.70318702443869 4.8141431318 0.748125 0.972563

b= 25 cm K102 3.45 1.80316666666667 3.1104625 0.6933333333333 1.196h= 60 cm K103 2.6 0.603978273930518 0.7851717561 0 0H= 3.5 m K111 1.6 0.91375 1.462 0.2683333333333 0.429333g= 2.5 t/m3 K117 4.075 1.46656666666667 2.9881295833 0.2133333333333 0.434667

KAT TOPLAMI 14.472406971 3.032563


S102 ELEMAN KİRİŞ BOYU (m) KİRİŞ YÜKÜ (t/m) Ng (t) KİRİŞ YÜKÜ Nq (t)KOLON ZATİ AĞIRLIĞI= 1.4

b= 40 cm K104 2.4 1.91848333333333 2.30218 0.4816666666667 0.578h= 40 cm K112 3.225 1.34156666666667 2.16327625 0.2133333333333 0.344H= 3.5 m K113 3.85 2.19996666666667 4.2349358333 1.0233333333333 1.969917g= 2.5 t/m3 KAT TOPLAMI 10.100392083 2.891917


S103 ELEMAN KİRİŞ BOYU (m) KİRİŞ YÜKÜ (t/m) Ng (t) KİRİŞ YÜKÜ (t/m) Nq (t)KOLON ZATİ AĞIRLIĞI= 1.3125

b= 25 cm K109 3.45 1.89171666666667 3.26321125 0.5366666666667 0.92575h= 60 cm K110 2.6 3.82044175 4.966574275 0.6403125 0.832406H= 3.5 m K114 1.6 4.11215625 6.57945 0.864375 1.383g= 2.5 t/m3 K115 4.075 1.72696666666667 3.5186945833 0.3183333333333 0.648604

KAT TOPLAMI 19.640430108 3.78976


P101 ELEMAN KİRİŞ BOYU (m) KİRİŞ YÜKÜ (t/m) Ng (t) KİRİŞ YÜKÜ (t/m) Nq (t)KOLON ZATİ AĞIRLIĞI= 2.45





KAT TOPLAMI 18.259981451 3.811821




KAT TOPLAMI 21.844290593 3.563374

ZE

MİN

KA

T K

OL

ON

LA

RI

Ksahanlık

ZE

MİN

KA

T K

OL

ON

LA

RI

ZE

MİN

KA

T K

OL

ON

LA

RI

ZE

MİN

KA

T P

ER

DE

LE

Rİ

ZE

MİN

KA

T P

ER

DE

LE

Rİ

ZE

MİN

KA

T P

ER

DE

LE

Rİ

NORMAL KAT KİRİŞ VE KOLON YÜK ANALİZİ



Duvar 0.5D201 1.19453333333333 0.481666666666667

TOPLAM 2.00703333333333 0.481666666666667



Duvar 0.2Merdiven 1.208 0.748125

TOPLAM 1.72045654786104 0.748125


K203


TOPLAM 2.48276666666667 0.695


K204Zati ağırlık 0.3125Merdiven 1.216 0.748125

D203 0.196807396449704 0.0882544378698225TOPLAM 1.7251400902421 0.836379437869823


K205

Zati ağırlık 0.3125Duvar 0.625D203 0.196807396449704 0.0882544378698225

DD204 0.752741715976331 0.269386094674556TOPLAM 1.88704911242604 0.357640532544379


K206


TOPLAM 2.48276666666667 0.695


K207

Zati ağırlık 0.3125Duvar 0.5K217 1.20390319148936 0.179840425531915

DD204 0.752741715976331 0.269386094674556TOPLAM 2.76914490746569 0.449226520206471


K208


TOPLAM 3.59140319148936 1.22984042553191



D205 1.19453333333333 0.481666666666667Duvar 0.625

TOPLAM 2.13203333333333 0.481666666666667



Duvar 0.5 D205 1.19453333333333 0.481666666666667

TOPLAM 2.00703333333333 0.481666666666667


K211


TOPLAM 2.00703333333333 1.02333333333333


K212


TOPLAM 2.32890833333333 0.612916666666667


K213


TOPLAM 2.36618333333333 0.586666666666667


K214

Zati ağırlık 0.3125Duvar 0.5K205 0.692900845968935 0.131321133043639D202 0.498033333333333 0.223333333333333

DD204 0.822764201183432 0.294445266272189TOPLAM 2.8261983804857 0.649099732649162



Duvar 0.625D201 1.19453333333333 0.481666666666667

TOPLAM 2.13203333333333 0.481666666666667



Duvar 0.625B202 0.39375 0.2625

TOPLAM 1.33125 0.2625



Duvar 0.625D206 0.4683 0.21

TOPLAM 1.4058 0.21

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)Zati ağırlık 0.3125

Duvar 0.250Merdiven 1.216 0.748125

TOPLAM 1.778 0.748125

Ksahanlık



b= 25 cm 2.6 1.778 2.312 0.748125 0.973h= 60 cm K202 2.6 1.720 2.237 0.748125 0.973H= 2.5 m K209 3.2 2.132 6.823 0.482 1.541g= 2.5 t/m3 K215 4.075 2.132 4.344 0.482 0.981

KAT TOPLAMI 16.652 4.468NORMAL KATLAR TOPLAMI 49.957 13.404




NORMAL KATLAR TOPLAMI 33.238 10.742




NORMAL KATLAR TOPLAMI 42.461 11.324



b= 20 cm K210 3.225 2.007 3.236 0.482 0.777h= 140 cm K209 1.6 2.132 3.411 0.482 0.771H= 2.5 m KAT TOPLAMI 8.398 1.547g= 2.5 t/m3 NORMAL KATLAR TOPLAMI 25.193 4.642









NO

RM

AL

KA

T K

OL

ON

LA

RI

Ksahanlık

NO

RM

AL

KA

T K

OL

ON

LA

RI

NO

RM

AL

KA

T K

OL

ON

LA

RI

NO

RM

AL

KA

T P

ER

DE

LE

Rİ

NO

RM

AL

KA

T P

ER

DE

LE

Rİ

NO

RM

AL

KA

T P

ER

DE

LE

Rİ

KOLON ÖN BOYUTLARI0.13

b= 1.1

KOLON NO TOP.G TOP.Q a Seçilen Kesit : Seçilen Ac :

S1 64.430 16.436 116.499 1.5 1971.52936147752 30 70 2100 KESİT YETERLİ

S2 43.338 13.634 82.487 1.5 1395.93650871795 50 50 2500 KESİT YETERLİ

S3 62.101 15.114 111.125 1.5 1880.57120940927 30 70 2100 KESİT YETERLİ

P1 45.445 8.528 77.268 1.6 1394.79533374359 20 140 2800 KESİT YETERLİ

P2 67.681 16.074 120.472 1.4 1902.83986099158 20 140 2800 KESİT YETERLİ

P3 76.769 14.957 131.408 1.4 2075.56606144227 20 140 2800 KESİT YETERLİ

N<0,75*fcd*Ac Ac=a*b*Nd/0,75*fcd

fcd=

TOP.Nd Ac

NORMAL KAT A-A AKSI G YÜKLEMESİK201

G= 2.007 t/m

Va Vb3.45 m

Va+Vb= 6.924265 tVa=Vb= 3.462133 t

3.462 t

+

3.462 t

+

Mmax= q*l^2/8= 3.0 tm

NORMAL KAT A-A AKSI Q YÜKLEMESİK201

Q= 0.4816667 t/m

Va Vb3.45 m

Va+Vb= 1.662 tVa=Vb= 0.831 t

0.831 t

+

0.831 t

+

Mmax= q*l^2/8= 0.7 tm

A1

YUNUS & SALİH: BU SAYFAYA VERİ GİRİŞİ YAPILMAYACAK

NORMAL KAT B-B AKSI G YÜKLEMESİK202

G= 1.720 t/m

Va Vb2.6 m

Va+Vb= 4.473 tVa=Vb= 2.237 t

2.23659351 t

+

2.237 t

+

Mmax= q*l^2/8= 1.5 tm

NORMAL KATK205

G= 1.887 t/m

Va Vb2.6 m

Va+Vb= 4.906 tVa=Vb= 2.453 t

2.45316385 t

+

2.453 t

+

Mmax= q*l^2/8= 1.6 tm

NORMAL KATK205

Q= 0.358 t/m

Va Vb2.6 m

Va+Vb= 1,665*4,8= 0.930 tVa=Vb= 0.465 t

0.465 t

+

0.465 t

+

Mmax= q*l^2/8= 0.3 tm

NORMAL KAT K216 K217

G= 1.331 t/m G= 1.406 t/m

Va Vb3.2 m 4.275 m

Va+Vb= 10.270 tVa= 8.859 tVb= 1.411 t

4.599 t

4.26 t3.2716485 1.411 t

6.816 tm

0.708 tm

NORMAL KAT K216 K217

Q= 0.263 t/m Q= 0.21 t/m

Va Vb3.2 m 4.275 m

Va+Vb= 1.738 tVa= 1.603 tVb= 0.134 t

0.763 t

0.84 t3.635 0.134 t

1.344 tm

0.043 tmZEMİN KAT A-A AKSI G YÜKLEMESİ

K101G= 1.726 t/m

Va Vb3.45 m

Va+Vb= 5.956 tVa=Vb= 2.978 t

2.978 t

+

2.978 t

+

Mmax= q*l^2/8= 2.6 tm

ZEMİN KAT A-A AKSI Q YÜKLEMESİK101

Q= 0.425 t/m

Va Vb3.45 m

Va+Vb= 1.466 tVa=Vb= 0.733 t

0.733 t

+

0.733 t

+

Mmax= q*l^2/8= 0.6 tm

ZEMİN KATK106

G= 1.948 t/m

Va Vb2.6 m

Va+Vb= 5.064 tVa=Vb= 2.532 t

2.532 t

+

2.532 t

+

Mmax= q*l^2/8= 1.6 tm

ZEMİN KAT K106

Q= 0.358 t/m

Va Vb2.6 m

Va+Vb= 0.930 tVa=Vb= 0.465 t

0.465 t

+

0.465 t

+

Mmax= q*l^2/8= 0.3 tm

ZEMİN KAT K118 K119

G= 1.331 t/m G= 1.1979 t/m

Va Vb1.6 m 4.275 m

Va+Vb= 7.251023 tVa= 5.089108 tVb= 2.161915 t

2.959108 t

2.13 t2.470246 2.161915 t

1.704 tm

1.9508621 tm

ZEMİN KAT K118 K119

Q= 0.2625 t/m Q= 0.105 t/m

Va Vb1.6 m 4.275 m

Va+Vb= 0.868875 tVa= 0.723034 tVb= 0.145841 t

0.303 t

0.42 t2.886 0.146 t

0.336 tm

0.101 tm

ZEMİN KAT 2-2 AKSI CROSS HESABI

G YÜKLEMESİ

Pg= 2.978 t Pg

G= 0.938 t/m G= 1.342 t/m G= 2.200 t/m G= 1.342 t/m Pq

K111 K112 K113 K112 K111

0.2 0.2

P101 1.4 0.5 0.5 1.4 P101S102 0.5 S102 0.5

Durum bw t L h b b/bw t/h b1. Kiriş 2 0.25 0.14 3.225 0.5 0.4435 2 0.28 1.352. Kiriş 1 0.25 0.145 3.85 0.5 0.712 3 0.29 1.553. Kiriş 2 0.25 0.14 3.225 0.5 0.4435 2 0.28 1.35

Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.045733 0.00351563 0.005208 0.004036 0.00520833 0.003516 0.045733

h1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 4 3.225 3.85 3.225 3.075 3.075

ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARI

Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş1 Düğümü 0.015244 0.01143333 0.00109 0.0277678940568475 1 Düğümü 0.548995 0.411747 0.039262 Düğümü 0.001736 0.00130208 0.00109 0.001048 0.00517674145944495 2 Düğümü 0.335368 0.251526 0.21058 0.202533 Düğümü 0.001736 0.00130208 0.001048 0.00109 0.00517674145944495 3 Düğümü 0.335368 0.251526 0.202527 0.210584 Düğümü 0.015244 0.01143333 0.00109 0.0277678940568475 4 Düğümü 0.548995 0.411747 0.039258

Sol Konsol 1. Kiriş 2. Kiriş 3. Kiriş Sağ KonsolMg1sol -13.589 1.162761 Mg23 = - Mg32 = 2.717417 Mg12 = - Mg21 = 1.162761 Mg4sağ 13.589Md1sol -13.589 Md12 = - Md21 = 1.162761 Md23 = - Md32 = 2.717417 Md12 = - Md21 = 1.162761 Md4sağ 13.589

Ma1 = 0.58138 Ma2 = 1.358709 Ma3 = 0.58138V12 = V21 = 2.163276 V23 = V32 = 4.234936 V34 = V43 = 2.163276

Mkü 6.91181292 -0.65598 0.65597956 -6.911813 1

Dk kü 0.54899534 0.335368 0.33536755 0.548995 2

Dağ. Kat. 0.03925815 0.21058 0.20252716 0.202527 0.21057963 0.039258 3

Mg -13.589 1.16276098 -1.162761 2.71741716 -2.717417 1.16276098 -1.162761 13.589 4

Md -13.589 1.16276098 0.58138 -1.162761 2.71741716 1.358709 -2.717417 1.16276098 0.58138 -1.162761 13.589 5

Taşıma -0.1636895 0.243916 0.15743005 -0.15743 -0.2439156 0.163689 6

Toplama -13.589 0.99907153 -0.085058 -0.918845 2.87484721 0.094657 -2.874847 0.91884535 -0.14764 -0.999072 13.589 7

Dengele 0.49425742 -0.14764 -0.411894 -0.3961435 0.094657 0.396143 0.41189414 -0.085058 -0.494257 8

M max -13.589 1.49332895 0.348683 -1.330739 2.47870371 1.548022 -2.478704 1.33073949 0.348683 -1.493329 13.589 9

D.k. ka. 0.41174651 0.251526 0.25152566 0.411747 10

M. Ka 5.18385969 -0.491985 0.49198467 -5.18386 11

Vo 2.16327625 2.163276 4.23493583 4.234936 2.16327625 2.163276 12

0.05041534 -0.050415 0 0 -0.0504153 0.050415 13

V 5.860594 2.21369159 2.112861 4.23493583 4.234936 2.11286091 2.213692 5.860594 14

Vd 5.743406 1.41545942 1.146933 2.65095983 2.65096 1.14693291 1.415459 5.743406 15

SİSTEM AÇIKLIKLARI (m)

Toplam (m3)

ANKASTRELİK MOMENTLERİ (ton metre)

Mg12 = - Mg21 =

DV

B2

YUNUS & SALİH : İLGİLİ ABAKTAN UYGUN b LARI GİRİNİZ (SADECE (G) YÜKLEMESİNDE)


Q YÜKLEMESİ

Pq= 0.733 t Pg

Q= 0 t/m Q= 0.213 t/m Q= 1.023 t/m Q= 0.213 t/m Pq

K111 K112 K113 K112 K111

0.2 0.2

P101 1.4 0.5 0.5 1.4 P101S102 0.5 S102 0.5



SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 4 3.225 3.85 3.225 3.075 3.075

ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş

1 Düğümü 0.015244 0.01143333 0.00109 0.0277678940568475 1 Düğümü 0.548995 0.411747 0.039262 Düğümü 0.001736 0.00130208 0.00109 0.001048 0.00517674145944495 2 Düğümü 0.335368 0.251526 0.21058 0.202533 Düğümü 0.001736 0.00130208 0.001048 0.00109 0.00517674145944495 3 Düğümü 0.335368 0.251526 0.202527 0.210584 Düğümü 0.015244 0.01143333 0.00109 0.0277678940568475 4 Düğümü 0.548995 0.411747 0.039258


Ma1 = 0.09245 Ma2 = 0.632015 Ma3 = 0.09245V12 = V21 = 0.344 V23 = V32 = 1.969917 V34 = V43 = 0.344

Mkü 1.19850116 -0.412176 0.41217611 -1.198501 1

Dk kü 0.54899534 0.335368 0.33536755 0.548995 2

Dağ. Kat. 0.03925815 0.21058 0.20252716 0.202527 0.21057963 0.039258 3

Mg -2.254359 0.1849 -0.1849 1.26402986 -1.26403 0.1849 -0.1849 2.254359 4

Md -2.254359 0.1849 0.09245 -0.1849 1.26402986 0.632015 -1.26403 0.1849 0.09245 -0.1849 2.254359 5

Taşıma -0.1136214 0.040622 0.10927655 -0.109277 -0.0406216 0.113621 6

Toplama -2.254359 0.07127862 -0.059041 -0.144278 1.37330641 0.065704 -1.373306 0.14427842 -0.024588 -0.071279 2.254359 7

Dengele 0.08570372 -0.024588 -0.258808 -0.2489115 0.065704 0.248912 0.25880825 -0.059041 -0.085704 8

M max -2.254359 0.15698234 0.008821 -0.403087 1.12439487 0.763423 -1.124395 0.40308668 0.008821 -0.156982 2.254359 9

D.k. ka. 0.41174651 0.251526 0.25152566 0.411747 10

M. Ka 0.89887587 -0.309132 0.30913208 -0.898876 11

Vo 0.344 0.344 1.96991667 1.969917 0.344 0.344 12

-0.0763114 0.076311 0 0 0.07631142 -0.076311 13

V 0.733125 0.26768858 0.420311 1.96991667 1.969917 0.42031142 0.267689 0.733125 14

Vd 0.733125 0.14075524 0.266711 1.23311667 1.233117 0.26671142 0.140755 0.733125 15


Mg12 = - Mg21 =

DV


G YÜKLEMESİ

Pg= 2.978 t Pg= 2.978 tG= 1.134 t/m G= 1.727 t/m G= 2.231 t/m G= 1.467 t/m G= 0.9375 t/m

Pg= 2.532 t

K114 K115 K116 K117 K111

0.3 0.3

S103 0.7 1.4 1.4 0.7 S101P103 0.2 P102 0.2







Ma1 = 1.19489 Ma2 = 1.816129 Ma3 = 1.014719V12 = V21 = 3.518695 V23 = V32 = 5.337868 V34 = V43 = 2.98813

Mkü 5.90320436 -0.319918 0.35290486 -5.764711 1

Dk kü 0.47697515 0.124536 0.13054669 0.48631 2

Dağ. Kat. 0.16529349 0.396507 0.385556 0.404166 0.36737708 0.148957 3

Mg -14.51979 2.38978007 -2.38978 3.63225885 -3.632259 2.02943801 -2.029438 13.589 4

Md -14.51979 2.38978007 1.19489 -2.38978 3.63225885 1.816129 -3.632259 2.02943801 1.014719 -2.029438 13.589 5

Taşıma -0.2463256 1.002506 0.32390302 -0.239523 -0.8609413 0.29442 6

Toplama -14.51979 2.14345443 -0.143521 -1.387274 3.95616186 0.224393 -3.871781 1.1684967 -0.588616 -1.735018 13.589 7

Dengele 2.0457276 -0.700003 -1.018581 -0.99045 0.168165 1.092576 0.99312485 -0.169138 -1.765739 8

M max -14.51979 4.18918203 0.351366 -2.405856 2.96571185 2.208687 -2.779205 2.16162155 0.256965 -3.500757 13.589 9

D.k. ka. 0.35773136 0.093402 0.09791001 0.364733 10

M. Ka 4.42740327 -0.239938 0.26467865 -4.323533 11

Vo 3.51869458 3.518695 5.33786761 5.337868 2.98812958 2.98813 12

0.43762609 -0.437626 0.05109775 -0.051098 -0.3286221 0.328622 13

V 6.465984 3.95632068 3.081068 5.38896536 5.28677 2.65950743 3.316752 5.860594 14

Vd 6.068953 2.54020801 2.096697 4.11718451 4.014989 1.82356443 2.114167 5.532469 15


Mg12 = - Mg21 =

DV


Q YÜKLEMESİ

Pq= 0.733 t Pq= 0.733 tQ= 0.864 t/m Q= 0.318 t/m Q= 0.518 t/m Q= 0.213 t/m Q= 0

Pq= 0.465 t

K114 K115 K116 K117 K111

0.3 0.3

S103 0.7 1.4 1.4 0.7 S101P103 0.2 P102 0.2







Ma1 = 0.220255 Ma2 = 0.393484 Ma3 = 0.147606V12 = V21 = 0.648604 V23 = V32 = 1.177412 V34 = V43 = 0.434667

Mkü 2.84713065 -0.116252 0.09196501 -0.996682 1

Dk kü 0.47697515 0.124536 0.13054669 0.48631 2

Dağ. Kat. 0.16529349 0.396507 0.385556 0.404166 0.36737708 0.148957 3

Mg -6.340962 0.44051033 -0.44051 0.78696766 -0.786968 0.29521111 -0.295211 2.254359 4

Md -6.340962 0.44051033 0.220255 -0.44051 0.78696766 0.393484 -0.786968 0.29521111 0.147606 -0.295211 2.254359 5

Taşıma -0.0686863 0.487653 0.09937569 -0.066789 -0.1459148 0.09033 6

Toplama -6.340962 0.37182399 -0.04002 0.047143 0.88634335 0.068845 -0.853757 0.14929629 -0.09976 -0.204881 2.254359 7

Dengele 0.98665968 -0.340505 -0.370134 -0.3599112 0.046892 0.284719 0.25880272 -0.051893 -0.305285 8

M max -6.340962 1.35848367 -0.16027 -0.322991 0.52643216 0.509221 -0.569038 0.40809901 -0.004047 -0.510166 2.254359 9

D.k. ka. 0.35773136 0.093402 0.09791001 0.364733 10

M. Ka 2.13534799 -0.087189 0.06897376 -0.747511 11

Vo 0.64860417 0.648604 1.17741229 1.177412 0.43466667 0.434667 12

0.25410868 -0.254109 -0.0116728 0.011673 -0.0250471 0.025047 13

V 3.391078 0.90271285 0.394495 1.16573952 1.189085 0.40961954 0.459714 0.733125 14

Vd 3.088547 0.64167951 0.213045 0.87060572 0.893951 0.28801954 0.28478 0.733125 15


Mg12 = - Mg21 =

DV

ZEMİN KAT B-B AKSI CROSS HESABI

G YÜKLEMESİ

G= 1.803 t/m G= 1.720 t/m G= 1.803 t/m

K102 K103 K102

0.25 0.25

P101 0.4 0.4 0.4 0.4 P101S101 0.25 S101 0.25

Durum bw t L h b b/bw t/h b1. Kiriş 0 0.25 0.14 2.75 0.5 0.631 3 0.28 1.352. Kiriş 2 0.25 0.14 3.175 0.5 0.58 2 0.28 13. Kiriş 2 0.25 0.14 2.75 0.5 0.631 3 0.28 1.35


SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 3.5 2.75 3.175 2.75



1. Kiriş 2. Kiriş 3. Kiriş1.136371 Mg23 = - Mg32 = 1.445273 Mg12 = - Mg21 = 1.136371

Md12 = - Md21 = 1.136371 Md23 = - Md32 = 1.445273 Md12 = - Md21 = 1.136371Ma1 = 0.568185 Ma2 = 0.722637 Ma3 = 0.568185V12 = V21 = 2.479354 V23 = V32 = 2.731225 V34 = V43 = 2.479354

Mkü -0.2228372 -0.001145 0.00114461 0.222837 1

Dk kü 0.21125734 0.071709 0.07170932 0.211257 2

Dağ. Kat. 0.60766494 0.528041 0.33878419 0.338784 0.52804136 0.607665 3

Mg 1.13637066 -1.136371 1.44527311 -1.445273 1.13637066 -1.136371 4

Md 1.13637066 0.568185 -1.136371 1.44527311 0.722637 -1.445273 1.13637066 0.568185 -1.136371 5

Taşıma -0.0815566 -0.345266 0.05232563 -0.052326 0.3452663 0.081557 6

Toplama 1.05481403 -0.065558 -1.481637 1.49759874 0.035026 -1.497599 1.48163696 0.263791 -1.054814 7

Deng. -0.6409735 0.263791 -0.008428 -0.0054076 0.035026 0.005408 0.00842848 -0.065558 0.640973 8

M max 0.41384053 0.766418 -1.490065 1.49219114 0.792689 -1.492191 1.49006544 0.766418 -0.413841 9

D.k. ka. 0.18107772 0.061465 0.06146513 0.181078 10

M. Ka -0.1910033 -0.000981 0.00098109 0.191003 11

Vo 2.47935417 2.479354 2.73122477 2.731225 2.47935417 2.479354 12

-0.3913545 0.391355 0 0 0.39135451 -0.391355 13

V 2.08799965 2.870709 2.73122477 2.731225 2.87070868 2.088 14

Vd 0.87987799 1.797825 1.70755312 1.707553 1.79782451 0.879878 15


Mg12 = - Mg21 =

DV

ZEMİN KAT B-B AKSI CROSS HESABI

Q YÜKLEMESİ

Q= 0.693 t/m Q= 0.000 t/m Q= 0.693 t/m

K102 K103 K102

0.25 0.25

P101 0.4 0.4 0.4 0.4 P101S101 0.25 S101 0.25

Durum bw t L h b b/bw t/h b1. Kiriş 2 0.25 0.14 2.75 0.5 0.415 2 0.28 1.352. Kiriş 0.25 3.175 0.5 13. Kiriş 2 0.25 0.14 2.75 0.5 0.415 2 0.28 1.35


SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 4 2.75 3.175 2.75



1. Kiriş 2. Kiriş 3. Kiriş0.436944 Mg23 = - Mg32 = 0 Mg12 = - Mg21 = 0.436944

Md12 = - Md21 = 0.436944 Md23 = - Md32 = 0 Md12 = - Md21 = 0.436944Ma1 = 0.218472 Ma2 = 0 Ma3 = 0.218472V12 = V21 = 0.953333 V23 = V32 = 0 V34 = V43 = 0.953333

Mkü -0.1195741 0.046782 -0.0467815 0.119574 1

Dk kü 0.21614983 0.072265 0.07226454 0.21615 2

Dağ. Kat. 0.6217378 0.53213 0.34140727 0.341407 0.53212979 0.621738 3

Mg 0.43694444 -0.436944 0 0 0.43694444 -0.436944 4

Md 0.43694444 0.218472 -0.436944 0 0 0 0.43694444 0.218472 -0.436944 5

Taşıma 0.11625558 -0.135832 -0.074588 0.074588 0.13583244 -0.116256 6

Toplama 0.55320002 0.094268 -0.572777 -0.074588 -0.050026 0.074588 0.57277688 0.104056 -0.5532 7

Deng. -0.3439454 0.104056 0.344482 0.22101508 -0.050026 -0.221015 -0.3444821 0.094268 0.343945 8

M max 0.20925466 0.416797 -0.228295 0.14642707 -0.100053 -0.146427 0.22829474 0.416797 -0.209255 9

D.k. ka. 0.16211237 0.054198 0.0541984 0.162112 10

M. Ka -0.0896806 0.035086 -0.0350861 0.089681 11

Vo 0.95333333 0.953333 0 0 0.95333333 0.953333 12

-0.0069237 0.006924 0 0 0.00692367 -0.006924 13

V 0.94640967 0.960257 0 0 0.960257 0.94641 14

Vd 0.48187633 0.547724 0 0 0.54772367 0.481876 15


Mg12 = - Mg21 =

DV

ZEMİN KAT C-C AKSI CROSS HESABI

G YÜKLEMESİ

G= 1.950 t/m G= 1.740 t/m G= 1.950 t/m

K104 K105 K104

0.25 0.25

S102 0.4 0.4 0.4 0.4 S102P102 0.25 P102 0.25

Durum bw t L h b b/bw t/h b1. Kiriş 1 0.25 0.14 2.75 0.5 0.58 2 0.28 1.552. Kiriş 1 0.25 0.14 3.175 0.5 0.631 3 1.353. Kiriş 1 0.25 0.14 2.75 0.5 0.58 2 0.28 1.55







Mkü -0.3171804 0.001881 -0.0018813 0.31718 1

Dk kü 0.26809564 0.082107 0.08210688 0.268096 2

Dağ. Kat. 0.5021081 0.393665 0.45385063 0.453851 0.39366517 0.502108 3

Mg 1.22890625 -1.228906 1.46169063 -1.461691 1.22890625 -1.228906 4

Md 1.22890625 0.614453 -1.228906 1.46169063 0.730845 -1.461691 1.22890625 0.614453 -1.228906 5

Taşıma -0.0458195 -0.308522 0.05282467 -0.052825 0.30852189 0.04582 6

Toplama 1.1830867 -0.034413 -1.537428 1.51451529 0.0384 -1.514515 1.53742814 0.214988 -1.183087 7

Deng. -0.5940374 0.214988 0.00902 0.01039901 0.0384 -0.010399 -0.00902 -0.034413 0.594037 8

M max 0.58904929 0.795028 -1.528408 1.5249143 0.807644 -1.524914 1.52840815 0.795028 -0.589049 9

D.k. ka. 0.22979626 0.070377 0.07037733 0.229796 10

M. Ka -0.2718689 0.001613 -0.0016125 0.271869 11

Vo 2.68125 2.68125 2.76225 2.76225 2.68125 2.68125 12

-0.341585 0.341585 0 0 0.34158504 -0.341585 13

V 2.33966496 3.022835 2.76225 2.76225 3.02283504 2.339665 14

Vd 1.03316496 1.862585 1.72695 1.72695 1.86258504 1.033165 15


Mg12 = - Mg21 =

DV

ZEMİN KAT C-C AKSI CROSS HESABI

Q YÜKLEMESİ

Q= 0.471 t/m Q= 0.372 t/m Q= 0.471 t/m

K104 K105 K104

0.25 0.25

S102 0.4 0.4 0.4 0.4 S102P102 0.25 P102 0.25








Mkü -0.0567589 0.004573 -0.0045735 0.056759 1

Dk kü 0.19380973 0.059917 0.05991741 0.19381 2

Dağ. Kat. 0.64006764 0.506574 0.38215038 0.38215 0.50657443 0.640068 3

Mg 0.29682813 -0.296828 0.31249937 -0.312499 0.29682813 -0.296828 4

Md 0.29682813 0.148414 -0.296828 0.31249937 0.15625 -0.312499 0.29682813 0.148414 -0.296828 5

Taşıma -0.0039693 -0.094995 0.00299439 -0.002994 0.09499504 0.003969 6

Toplama 0.2928588 -0.003255 -0.391823 0.31549376 0.002069 -0.315494 0.39182316 0.071559 -0.292859 7

Deng. -0.1874494 0.071559 0.038667 0.02916931 0.002069 -0.029169 -0.0386665 -0.003255 0.187449 8

M max 0.10540936 0.216718 -0.353157 0.34466307 0.160388 -0.344663 0.35315664 0.216718 -0.105409 9

D.k. ka. 0.16612263 0.051358 0.05135778 0.166123 10

M. Ka -0.0486505 0.00392 -0.0039201 0.04865 11

Vo 0.647625 0.647625 0.59055 0.59055 0.647625 0.647625 12

-0.0900899 0.09009 0 0 0.09008992 -0.09009 13

V 0.55753508 0.737715 0.59055 0.59055 0.73771492 0.557535 14

Vd 0.24196508 0.45747 0.36921 0.36921 0.45746992 0.241965 15


Mg12 = - Mg21 =

DV

ZEMİN KAT D-D AKSI CROSS HESABI

G YÜKLEMESİ

G= 2.007 t/m G= 1.604 t/m G= 2.007 t/m

Pg= 2.162 t

K107 K108 K107

0.5 0.5

S102 0.5 0.2 0.2 0.5 S102P103 1.4 P103 1.4








Mkü -0.3476548 -0.249184 0.24918425 0.347655 1

Dk kü 0.36781609 0.513077 0.51307713 0.367816 2

Dağ. Kat. 0.35632184 0.056606 0.04550931 0.045509 0.05660572 0.356322 3

Mg 0.963376 -0.963376 1.6060543 -1.606054 0.963376 -0.963376 4

Md 0.963376 0.481688 -0.963376 1.6060543 0.803027 -1.606054 0.963376 0.481688 -0.963376 5

Taşıma -0.0181896 -0.171636 0.01462392 -0.014624 0.17163595 0.01819 6

Toplama 0.94518637 -0.012335 -1.135012 1.62067822 0.007645 -1.620678 1.13501195 0.090676 -0.945186 7

Deng. -0.3367905 0.090676 -0.027491 -0.0221023 0.007645 0.022102 0.02749149 -0.012335 0.336791 8

M max 0.60839582 0.560028 -1.162503 1.59857588 0.818317 -1.598576 1.16250344 0.560028 -0.608396 9

D.k. ka. 0.27586207 0.384808 0.38480785 0.275862 10

M. Ka -0.2607411 -0.186888 0.18688819 0.260741 11

Vo 2.40844 2.40844 3.16580046 3.1658 2.40844 2.40844 12

-0.2308782 0.230878 0 0 0.23087817 -0.230878 13

V 2.17756183 2.639318 3.16580046 3.1658 2.63931817 2.177562 14

Vd 0.73249783 1.445133 2.21158382 2.211584 1.44513334 0.732498 15


Mg12 = - Mg21 =

DV

ZEMİN KAT D-D AKSI CROSS HESABI

Q YÜKLEMESİ

Q= 0.482 t/m Q= 0.269 t/m Q= 0.482 t/m

Pq= 0.145841 t

K107 K108 K107

0.5 0.5

S102 0.5 0.2 0.2 0.5 S102P103 1.4 P103 1.4








Mkü -0.0853727 0.037951 -0.0379511 0.085373 1

Dk kü 0.36781609 0.513077 0.51307713 0.367816 2

Dağ. Kat. 0.35632184 0.056606 0.04550931 0.045509 0.05660572 0.356322 3

Mg 0.2312 -0.2312 0.19915249 -0.199152 0.2312 -0.2312 4

Md 0.2312 0.1156 -0.2312 0.19915249 0.099576 -0.199152 0.2312 0.1156 -0.2312 5

Taşıma 0.00090704 -0.041191 -0.0007292 0.000729 0.0411908 -0.000907 6

Toplama 0.23210704 0.000615 -0.272391 0.19842326 -0.000381 -0.198423 0.2723908 0.021761 -0.232107 7

Deng. -0.0827048 0.021761 0.004187 0.00336621 -0.000381 -0.003366 -0.004187 0.000615 0.082705 8

M max 0.14940223 0.137976 -0.268204 0.20178948 0.098814 -0.201789 0.26820382 0.137976 -0.149402 9

D.k. ka. 0.27586207 0.384808 0.38480785 0.275862 10

M. Ka -0.0640295 0.028463 -0.0284633 0.06403 11

Vo 0.578 0.578 0.42312243 0.423122 0.578 0.578 12

-0.0495007 0.049501 0 0 0.04950066 -0.049501 13

V 0.52849934 0.627501 0.42312243 0.423122 0.62750066 0.528499 14

Vd 0.18169934 0.340909 0.2628377 0.262838 0.340909 0.181699 15


Mg12 = - Mg21 =

DV

NORMAL KAT 2-2 AKSI CROSS HESABI

G YÜKLEMESİ

Pg= 3.462 t PgG= 2.13203333 t/m G= 2.007 t/m G= 2.007 t/m G= 2.007 t/m G=

K209 K210 K211 K210 K209

0.2 0.2

P201 1.4 0.5 0.5 1.4 P201S202 0.5 S202 0.5







Ma1 = 0.869767 Ma2 = 1.239552 Ma3 = 0.869767V12 = V21 = 3.236341 V23 = V32 = 3.863539 V34 = V43 = 3.236341

Mkü 2.77820464 -0.279942 0.27994204 -2.778205 1

Dk kü 0.48236982 0.308095 0.30809458 0.48237 2

Dağ. Kat. 0.03526035 0.197754 0.18605712 0.186057 0.19775373 0.03526 3

Mg -7.425898 1.73953342 -1.739533 2.4791043 -2.479104 1.73953342 -1.739533 7.425898 4

Md -7.425898 1.73953342 0.869767 -1.739533 2.4791043 1.239552 -2.479104 1.73953342 0.869767 -1.739533 7.425898 5

Taşıma -0.0731264 0.100252 0.06880121 -0.068801 -0.1002516 0.073126 6

Toplama -7.425898 1.66640697 -0.037852 -1.639282 2.54790551 0.040801 -2.547906 1.63928181 -0.060038 -1.666407 7.425898 7

Dengele 0.20308169 -0.060038 -0.179684 -0.1690559 0.040801 0.169056 0.17968373 -0.037852 -0.203082 8

M max -7.425898 1.86948866 0.771876 -1.818966 2.37884961 1.321154 -2.37885 1.81896553 0.771876 -1.869489 7.425898 9

D.k. ka. 0.48236982 0.308095 0.30809458 0.48237 10

M. Ka 2.77820464 -0.279942 0.27994204 -2.778205 11

Vo 3.23634125 3.236341 3.86353917 3.863539 3.23634125 3.236341 12

0.01566609 -0.015666 0 0 -0.0156661 0.015666 13

V 6.606882 3.25200734 3.220675 3.86353917 3.863539 3.22067516 3.252007 6.606882 14

Vd 6.340378 2.0578225 1.775611 2.41847517 2.418475 1.77561116 2.057823 6.340378 15


Mg12 = - Mg21 =

DV


Q YÜKLEMESİ

Pq= 0.831 t PqQ= 0.48166667 t/m Q= 0.48166667 t/m Q= 1.023 t/m Q= 0.48166667 t/m Q=

K209 K210 K211 K210 K209

0.2 0.2

P201 1.4 0.5 0.5 1.4 P201S202 0.5 S202 0.5







Ma1 = 0.208735 Ma2 = 0.632015 Ma3 = 0.208735V12 = V21 = 0.776688 V23 = V32 = 1.969917 V34 = V43 = 0.776688

Mkü 0.68290994 -0.29232 0.29231971 -0.68291 1

Dk kü 0.48236982 0.308095 0.30809458 0.48237 2

Dağ. Kat. 0.03526035 0.197754 0.18605712 0.186057 0.19775373 0.03526 3

Mg -1.749504 0.41746953 -0.41747 1.26402986 -1.26403 0.41746953 -0.41747 1.749504 4

Md -1.749504 0.41746953 0.208735 -0.41747 1.26402986 0.632015 -1.26403 0.41746953 0.208735 -0.41747 1.749504 5

Taşıma -0.0837052 0.023484 0.07875429 -0.078754 -0.023484 0.083705 6

Toplama -1.749504 0.3337643 -0.043328 -0.393986 1.34278415 0.046704 -1.342784 0.39398553 -0.014064 -0.333764 1.749504 7

Dengele 0.04991947 -0.014064 -0.187628 -0.1765307 0.046704 0.176531 0.18762846 -0.043328 -0.049919 8

M max -1.749504 0.38368377 0.151342 -0.581614 1.16625341 0.725422 -1.166253 0.581614 0.151342 -0.383684 1.749504 9

D.k. ka. 0.48236982 0.308095 0.30809458 0.48237 10

M. Ka 0.68290994 -0.29232 0.29231971 -0.68291 11

Vo 0.7766875 0.776688 1.96991667 1.969917 0.7766875 0.776688 12

-0.0613737 0.061374 0 0 0.06137371 -0.061374 13

V 1.541333 0.71531379 0.838061 1.96991667 1.969917 0.83806121 0.715314 1.541333 14

Vd 1.481125 0.42872212 0.491261 1.23311667 1.233117 0.49126121 0.428722 1.481125 15


Mg12 = - Mg21 =

DV


G YÜKLEMESİ

Pg= 3.462 t Pg 3.462 tG= 2.329 t/m G= 2.366 t/m G= 2.133 t/m G= 2.132 t/m G= 2.132 t/m

Pg= 2.453 t

K212 K213 K214 K215 K209

0.3 0.3

S203 0.7 1.4 1.4 0.7 S201P203 0.2 P202 0.2







Ma1 = 1.637165 Ma2 = 1.74383 Ma3 = 1.475156V12 = V21 = 4.821099 V23 = V32 = 5.11985 V34 = V43 = 4.344018

Mkü 1.87797282 -0.077367 0.0773673 -1.98031 1

Dk kü 0.42615841 0.120775 0.12609329 0.433175 2

Dağ. Kat. 0.14768318 0.384535 0.37391459 0.390379 0.3574347 0.13365 3

Mg -7.640061 3.27432943 -3.274329 3.48766071 -3.487661 2.95031217 -2.950312 7.425898 4

Md -7.640061 3.27432943 1.637165 -3.274329 3.48766071 1.74383 -3.487661 2.95031217 1.475156 -2.950312 7.425898 5

Taşıma -0.0410166 0.322373 0.10488472 -0.039884 -0.2990821 0.096034 6

Toplama -7.640061 3.23331278 -0.023537 -2.951957 3.59254542 0.072051 -3.527545 2.65123008 -0.202992 -2.854279 7.425898 7

Dengele 0.65080261 -0.223168 -0.246329 -0.2395254 0.027727 0.342095 0.31322519 -0.054434 -0.610999 8

M max -7.640061 3.8841154 1.39046 -3.198285 3.35302001 1.843608 -3.18545 2.96445527 1.21773 -3.465278 7.425898 9

D.k. ka. 0.42615841 0.120775 0.12609329 0.433175 10

M. Ka 1.87797282 -0.077367 0.0773673 -1.98031 11

Vo 4.82109854 4.821099 5.11984992 5.11985 4.34401792 4.344018 12

0.16830184 -0.168302 0.04590959 -0.04591 -0.1229012 0.122901 13

V 6.897272 4.98940038 4.652797 5.16575951 5.07394 4.22111669 4.466919 6.606882 14

Vd 6.082154 3.04913004 3.304072 3.94977992 3.838761 3.00585769 2.718652 5.86067 15


Mg12 = - Mg21 =

DV


Q YÜKLEMESİ

Pq= 0.831 t Pq= 0.83088 tQ= 0.613 t/m Q= 0.58666667 t/m Q= 0.518 t/m Q= 0.48166667 t/m Q= 0.48167 t/m

Pq= 0.465 t

K212 K213 K214 K215 K209

0.3 0.3

S203 0.7 1.4 1.4 0.7 S201P203 0.2 P202 0.2







Ma1 = 0.405915 Ma2 = 0.393484 Ma3 = 0.333266V12 = V21 = 1.195333 V23 = V32 = 1.177412 V34 = V43 = 0.981396

Mkü 0.45840503 -0.009472 0.02372545 -0.47844 1

Dk kü 0.42615841 0.120775 0.12609329 0.433175 2

Dağ. Kat. 0.14768318 0.384535 0.37391459 0.390379 0.3574347 0.13365 3

Mg -1.892279 0.81183056 -0.811831 0.78696766 -0.786968 0.66653134 -0.666531 1.749504 4

Md -1.892279 0.81183056 0.405915 -0.811831 0.78696766 0.393484 -0.786968 0.66653134 0.333266 -0.666531 1.749504 5

Taşıma 0.00478032 0.079782 0.02350789 0.004648 -0.0723699 0.021524 6

Toplama -1.892279 0.81661088 0.002743 -0.732049 0.81047555 0.016149 -0.782319 0.59416145 -0.049119 -0.645007 1.749504 7

Dengele 0.1588581 -0.055231 -0.030158 -0.029325 -0.003231 0.073453 0.06725416 -0.0122 -0.147616 8

M max -1.892279 0.97546898 0.353428 -0.762206 0.78115054 0.406401 -0.708867 0.66141562 0.271947 -0.792624 1.749504 9

D.k. ka. 0.42615841 0.120775 0.12609329 0.433175 10

M. Ka 0.45840503 -0.009472 0.00947205 -0.47844 11

Vo 1.19533333 1.195333 1.17741229 1.177412 0.98139583 0.981396 12

0.05233437 -0.052334 0.01980384 -0.019804 -0.0321983 0.032198 13

V 1.734927 1.2476677 1.142999 1.19721613 1.157608 0.94919752 1.013594 1.541333 14

Vd 1.520406 0.76660103 0.808599 0.90208233 0.857815 0.67464752 0.618627 1.37275 15


Mg12 = - Mg21 =

DV

NORMAL KAT C-C AKSI CROSS HESABI

G YÜKLEMESİ

G= 2.483 t/m G= 1.725 t/m G= 2.483 t/m

K203 K204 K203

0.5 0.5

S202 0.5 0.2 0.2 0.5 S202P202 1.4 P202 1.4








Mkü -0.4032823 0.190436 0.19043614 -0.403282 1

Dk kü 0.33684211 0.454747 0.45474705 0.336842 2

Dağ. Kat. 0.32631579 0.05017 0.0403355 0.040336 0.0501704 0.326316 3

Mg 1.191728 -1.191728 0.97182892 -0.971829 1.191728 -1.191728 4

Md 1.191728 0.595864 -1.191728 0.97182892 0.485914 -0.971829 1.191728 0.595864 -1.191728 5

Taşıma 0.00551621 -0.19444 -0.0044349 0.004435 0.19443983 -0.005516 6

Toplama 1.19724421 0.003658 -1.386168 0.96739405 -0.002307 -0.967394 1.38616783 0.102097 -1.197244 7

Deng. -0.3906797 0.102097 0.02101 0.01689145 -0.002307 -0.016891 -0.02101 0.003658 0.39068 8

M max 0.80656452 0.70162 -1.365158 0.9842855 0.481301 -0.984285 1.36515779 0.70162 -0.806565 9

D.k. ka. 0.33684211 0.454747 0.45474705 0.336842 10

M. Ka -0.4032823 0.190436 0.19043614 -0.403282 11

Vo 2.97932 2.97932 2.24268212 2.242682 2.97932 2.97932 12

-0.2327472 0.232747 0 0 0.23274719 -0.232747 13

V 2.74657281 3.212067 2.24268212 2.242682 3.21206719 2.746573 14

Vd 0.95898081 1.734821 1.21622376 1.216224 1.73482103 0.958981 15


Mg12 = - Mg21 =

DV

NORMAL KAT C-C AKSI CROSS HESABI

Q YÜKLEMESİ

Q= 0.695 t/m Q= 0.836 t/m Q= 0.695 t/m

K203 K204 K203

0.5 0.5

S202 0.5 0.2 0.2 0.5 S202P202 1.4 P202 1.4








Mkü -0.1112082 -0.039065 -0.0390651 -0.111208 1

Dk kü 0.33684211 0.454747 0.45474705 0.336842 2

Dağ. Kat. 0.32631579 0.05017 0.0403355 0.040336 0.0501704 0.326316 3

Mg 0.3336 -0.3336 0.47116042 -0.47116 0.3336 -0.3336 4

Md 0.3336 0.1668 -0.3336 0.47116042 0.23558 -0.47116 0.3336 0.1668 -0.3336 5

Taşıma -0.0034507 -0.054429 0.00277428 -0.002774 0.05442947 0.003451 6

Toplama 0.33014927 -0.002288 -0.388029 0.4739347 0.001443 -0.473935 0.38802947 0.02858 -0.330149 7

Deng. -0.1077329 0.02858 -0.00431 -0.003465 0.001443 0.003465 0.0043099 -0.002288 0.107733 8

M max 0.22241635 0.193092 -0.392339 0.47046967 0.238466 -0.47047 0.39233937 0.193092 -0.222416 9

D.k. ka. 0.33684211 0.454747 0.45474705 0.336842 10

M. Ka -0.1112082 -0.039065 -0.0390651 -0.111208 11

Vo 0.834 0.834 1.08729327 1.087293 0.834 0.834 12

-0.0708013 0.070801 0 0 0.07080126 -0.070801 13

V 0.76319874 0.904801 1.08729327 1.087293 0.90480126 0.763199 14

Vd 0.26279874 0.491276 0.5896475 0.589648 0.49127626 0.262799 15


Mg12 = - Mg21 =

DV

NORMAL KAT D-D AKSI CROSS HESABI

G YÜKLEMESİ

G= 2.483 t/m G= 1.565 t/m G= 2.483 t/m

Pg= 1.411 t

K206 K207 K206

0.5 0.5

S202 0.5 0.2 0.2 0.5 S202P203 1.4 P203 1.4








Mkü -0.4001699 0.019556 0.01955641 -0.40017 1

Dk kü 0.33684211 0.454747 0.45474705 0.336842 2

Dağ. Kat. 0.32631579 0.05017 0.0403355 0.040336 0.0501704 0.326316 3

Mg 1.191728 -1.191728 1.34016908 -1.340169 1.191728 -1.191728 4

Md 1.191728 0.595864 -1.191728 1.34016908 0.670085 -1.340169 1.191728 0.595864 -1.191728 5

Taşıma -0.0037237 -0.19444 0.00299372 -0.002994 0.19443983 0.003724 6

Toplama 1.18800433 -0.002469 -1.386168 1.34316281 0.001557 -1.343163 1.38616783 0.102097 -1.188004 7

Deng. -0.3876646 0.102097 0.002158 0.00173463 0.001557 -0.001735 -0.0021576 -0.002469 0.387665 8

M max 0.80033976 0.695492 -1.38401 1.34489743 0.673199 -1.344897 1.38401025 0.695492 -0.80034 9

D.k. ka. 0.33684211 0.454747 0.45474705 0.336842 10

M. Ka -0.4001699 0.019556 0.01955641 -0.40017 11

Vo 2.97932 2.97932 2.74007 2.74007 2.97932 2.97932 12

-0.243196 0.243196 0 0 0.24319604 -0.243196 13

V 2.73612396 3.222516 2.74007 2.74007 3.22251604 2.736124 14

Vd 0.94853196 1.74527 1.80875118 1.808751 1.74526987 0.948532 15


Mg12 = - Mg21 =

DV

NORMAL KAT D-D AKSI CROSS HESABI

Q YÜKLEMESİ

Q= 0.695 t/m Q= 0.269 t/m Q= 0.695 t/m

Pq= 0.134 t

K206 K207 K206

0.5 0.5

S202 0.5 0.2 0.2 0.5 S202P203 1.4 P203 1.4








Mkü -0.1135377 0.088836 0.08883587 -0.113538 1

Dk kü 0.33684211 0.454747 0.45474705 0.336842 2

Dağ. Kat. 0.32631579 0.05017 0.0403355 0.040336 0.0501704 0.326316 3

Mg 0.3336 -0.3336 0.1954631 -0.195463 0.3336 -0.3336 4

Md 0.3336 0.1668 -0.3336 0.1954631 0.097732 -0.195463 0.3336 0.1668 -0.3336 5

Taşıma 0.00346519 -0.054429 -0.0027859 0.002786 0.05442947 -0.003465 6

Toplama 0.33706519 0.002298 -0.388029 0.19267719 -0.001449 -0.192677 0.38802947 0.02858 -0.337065 7

Deng. -0.1099897 0.02858 0.009801 0.00787963 -0.001449 -0.00788 -0.0098009 0.002298 0.10999 8

M max 0.2270755 0.197678 -0.378229 0.20055683 0.094833 -0.200557 0.37822857 0.197678 -0.227075 9

D.k. ka. 0.33684211 0.454747 0.45474705 0.336842 10

M. Ka -0.1135377 0.088836 0.08883587 -0.113538 11

Vo 0.834 0.834 0.41744644 0.417446 0.834 0.834 12

-0.0629804 0.06298 0 0 0.06298045 -0.06298 13

V 0.77101955 0.89698 0.41744644 0.417446 0.89698045 0.77102 14

Vd 0.27061955 0.483455 0.25716171 0.257162 0.48345545 0.27062 15


Mg12 = - Mg21 =

DV

X-X YÖNÜNDE DEPREM HESABI :B - B AKSI C - C AKSI D - D AKSI E - E AKSI

P1 S1 S1 P1 S2 P2 P2 S2 S2 P3 P3 S2 P1 S3 S3 P1

300 F4 0 K402 0 K403 K404 K403 K406 K407 K406 0 K408 0

300 F3 0 K302 0 K303 K304 K303 K306 K307 K306 0 K308 0

300 F2 0 K202 0 K203 K204 K203 K206 K207 K206 0 K208 0

400 F1 K102 K103 K102 K104 K105 K104 K107 K108 K107 K109 K110 K109

K001 K002 K001 K001 K004 K001

3.45 2.6 3.45 2.05 1.4 2.35 1.4 2.05

KAT Wg ( t ) Wq ( t ) Wİ ( t ) Hİ (m) Wİ*Hİ (t.m) Fİ (t) A0 = 0.2 T1 = 0.47924275

4 224.274087 53.4523671 240.309797 13 3124.02736 45.9415788 TA = 0.15 S ( T ) = 2.5

3 224.274087 53.4523671 240.309797 10 2403.09797 35.339676 TB = 0.6 A ( T ) = 0.5

2 224.274087 53.4523671 240.309797 7 1682.16858 24.7377732 I = 1

1 224.274087 53.4523671 240.309797 4 961.239188 14.1358704 R = 4 V t = 120.154899

TOPLAM 961.239188 8170.5331 120.154899

RÜZGAR ANALİZİ :

ÇUBUK b(cm) h(cm) L1(m) L2(m) c= 1.2 q= 80

S3 70 30 15.75 3 4 0.525 0.39375 L(m) h(m) c*q*A(kg)

S1 70 30 15.75 3 4 0.525 0.39375 F4= 96 16.95 1.5 25.425 2440.8

P1 140 20 9.33333333 3 4 0.31111111 0.23333333 F3=F2= 96 16.95 3 50.85 4881.6

S2 50 50 52.0833333 3 4 1.73611111 1.30208333 F1= 96 16.95 5.5 93.225 8949.6

P2 20 140 457.333333 3 4 15.2444444 11.4333333 21153.6

K001 25 300 5625

K002 25 300 5625 L(m) h(m) c*q*A(kg)

K003 25 50 26.0416667 2.4 1.08506944 F4= 96 10.35 1.5 15.525 1490.4

K004 25 50 26.0416667 2.6 1.00160256 F3=F2= 96 10.35 3 31.05 2980.8

K102 25 50 26.0416667 3.45 0.75483092 F1= 96 10.35 5.5 56.925 5464.8

K103 25 50 26.0416667 2.6 1.00160256 12916.8

K104 25 50 26.0416667 2.4 1.08506944 44.29152 tK105 25 50 26.0416667 2.6 1.00160256

K202 25 50 26.0416667 2.6 1.00160256 Hesaplarda deprem etkisi ile oluşan kat kesme kuvvetleri kullanılmıştırK203 25 50 26.0416667 2.4 1.08506944

K204 25 50 26.0416667 2.6 1.00160256

I(m4) K1(m3) K2(m3) kg/m2

c*q(kg/m2) A(m2)

SFx=

c*q(kg/m2) A(m2)

SFy=

SF= 1,33*(SFx+ SFy)=

A2

YUNUS & SALİH : Yo DEĞERLERİNİ GİRİNİZ

KAT KOLON ADET Hİ 1000* 1000* 1000* 1000* 1000* k a 100*D

m kc k1 k2 k3 k4 t/m

4 B2 2 3 0.311 0 0 0 0 0 0 0

4 B3 2 3 0.525 0 1.0016 0 1.0016 1.908 0.488 0.683

4 C2 2 3 1.736 0 1.0851 0 1.0851 0.625 0.238 1.102

4 D2 2 3 1.736 1.0851 0 1.0851 0 0.625 0.238 1.102

4 E2 2 3 0.311 0 0 0 0 0 0 0.000

4 E3 2 3 0.525 0 1.0016 0 1.0016 1.908 0.488 0.683

3.572

3 B2 2 3 0.311 0 0 0 0 0 0 0

3 B3 2 3 0.525 0 1.0016 0 1.0016 1.908 0.488 0.683

3 C2 2 3 1.736 0 1.0851 0 1.0851 0.625 0.238 1.102

3 D2 2 3 1.736 1.0851 0 1.0851 0 0.625 0.238 1.102

3 E2 2 3 0.311 0 0 0 0 0 0 0

3 E3 2 3 0.525 0 1.0016 0 1.0016 1.908 0.488 0.683

3.572

2 B2 2 3 0.311 0 0 0 0.7548 1.213 0.37755225 0.313

2 B3 2 3 0.525 0 1.0016 0 1.0016 1.908 0.488 0.683

2 C2 2 3 1.736 0 1.0851 0 1.0851 0.625 0.238 1.102

2 D2 2 3 1.736 1.0851 0 1.0851 0 0.625 0.238 1.102

2 E2 2 3 0.311 0 0 0 0.7548 1.213 0.37755225 0.313

2 E3 2 3 0.525 0 1.0016 0 1.0016 1.908 0.488 0.683

4.198

1 B2 2 4 0.2333 0 0.7548 0 0 3.235 0.781 0.273

1 B3 2 4 0.3938 0.7548 1.0016 0 0 4.46 0.827 0.489

1 C2 2 4 1.3021 0 1.0851 0 1.0851 0.83 0.294 0.574

1 D2 2 4 1.3021 0 1.0851 0 1.0851 0.83 0.294 0.574

1 E2 2 4 0.2333 0 0.7548 0 0 3.23 0.781 0.273

1 E3 2 4 0.3938 0.7548 1.0016 0 0 4.46 0.827 0.489

2.673

PERDEYE SAPLANAN ÇERÇEVE KİRİŞLERİ

KAT KİRİŞ ADET Ec a b kAC kAB kAD kAF T k ki

4 K403 2 1 2.05 1.75 1.0851 0 1.736 0 2.821 26.2905032

3 K303 2 1 2.05 1.75 1.0851 1.736 1.736 0 4.557 29.3943902

2 K203 2 1 2.05 1.75 1.0851 1.736 1.736 0 4.557 29.3943902

1 K104 2 1 2.05 1.75 1.0851 1.736 1.302 0 4.123 28.8634621

İKİ PERDE ARASI KİRİŞLER

KAT KİRİŞ ADET Ec a b1 b2 I1 k1 k2

4 K404 1 1 2.35 1.75 1.75 26.0416667 20.2387718 20.2387718

4 K407 1 1 2.35 1.75 1.75 26.0416667 20.2387718 20.2387718

3 K304 1 1 2.35 1.75 1.75 26.0416667 20.2387718 20.2387718

3 K307 1 1 2.35 1.75 1.75 26.0416667 20.2387718 20.2387718

2 K204 1 1 2.35 1.75 1.75 26.0416667 20.2387718 20.2387718

2 K207 1 1 2.35 1.75 1.75 26.0416667 20.2387718 20.2387718

1 K105 1 1 2.35 1.75 1.75 26.0416667 20.2387718 20.2387718

1 K108 1 1 2.35 1.75 1.75 26.0416667 20.2387718 20.2387718

KAT hi 1000*D 1000*hi^2D 1000*ki 1000*Ri 1000*Ri*

4 3 3.572 32.1436156 133.536093 165.679709 165.679709

3 3 3.572 32.1436156 139.743867 171.887483 171.887483

2 3 4.198 37.7816556 139.743867 177.525523 177.525523

1 4 2.673 42.7645321 138.682011 181.446543 129.604674

KAT E Ip Ri hi Vi Fi dii di,i-1 di,i+1 dio

1 1 0.04573333 0.12960 4 120.154899 14.136 29.5816603 0 -7.716 8962.93818

2 1 0.04573333 0.17753 3 106.02 24.738 29.7481809 -7.72 -5.633 691.237856

3 1 0.04573333 0.17189 3 81.281 35.340 27.850169 -5.63 -5.818 1626.45883

4 1 0.04573333 0.16568 3 45.942 45.942 28.2529183 -5.82 -11.315 543.3729

29.5816603 -7.71577113 0 0 -8962.93818 0.03637 0.00983 0.00208 0.00043 X1= -336.363

-7.71577113 29.7481809 -5.63299284 0 -691.237856 0.00983 0.03767 0.00796 0.00164 X2= -127.950

0 -5.63299284 27.850169 -5.81775929 -1626.45883 0.00208 0.00796 0.03920 0.00807 X3= -92.266

0 0 -5.81775929 28.2529183 -543.3729 0.00043 0.00164 0.00807 0.03706 X4= -38.232

KAT Mpi Voi hi Mri Mki Vpi Vdi Mpüi

4 -38.231575 45.9415788 3 99.5931615 80.271035 39.500870011 6.44070883 80.271035

3 -92.2658775 81.2812549 3 189.809462 154.314368 69.449556846 11.831698 116.082793

2 -127.949632 106.019028 3 282.37333 222.277566 85.987106788 20.0319213 130.011689

1 -336.362738 120.154899 4 272.206488 208.051047 104.11603817 16.0388603 80.101415

ÇERÇEVE KOLON UÇ MOMENTLERİ

KAT KOLON ADET hi Di TD Di/TD T Vd Vdi Yo Malt Müst

4 B2 2 3 0 3.57151284 0 6.44070883 0 0 0 0

4 B3 2 3 0.68347804 3.57151284 0.09568467 6.44070883 0.6162770819 0.45 0.83197406 1.01685719

4 C2 2 3 1.10227838 3.57151284 0.15431533 6.44070883 0.9939001263 0.38 1.13304614 1.84865423

4 D2 2 3 1.10227838 3.57151284 0.15431533 6.44070883 0.9939001263 0.38 1.13304614 1.84865423

4 E2 2 3 0 3.57151284 0 6.44070883 0 0 0 0

4 E3 2 3 0.68347804 3.57151284 0.09568467 6.44070883 0.6162770819 0.43 0.79499744 1.05383381

3 B2 2 3 0 3.57151284 0 11.831698 0 0 0 0

3 B3 2 3 0.68347804 3.57151284 0.09568467 11.831698 1.1321120897 0.45 1.52835132 1.86798495

3 C2 2 3 1.10227838 3.57151284 0.15431533 11.831698 1.8258124178 0.45 2.46484676 3.01259049

3 D2 2 3 1.10227838 3.57151284 0.15431533 11.831698 1.8258124178 0.45 2.46484676 3.01259049

3 E2 2 3 0 3.57151284 0 11.831698 0 0 0 0

3 E3 2 3 0.68347804 3.57151284 0.09568467 11.831698 1.1321120897 0.45 1.52835132 1.86798495

2 B2 2 3 0.31322445 4.19796174 0.03730673 20.0319213 0.7473254757 0.5 1.12098821 1.12098821

2 B3 2 3 0.68347804 4.19796174 0.08140594 20.0319213 1.6307173682 0.5 2.44607605 2.44607605

2 C2 2 3 1.10227838 4.19796174 0.13128733 20.0319213 2.629937484 0.5 3.94490623 3.94490623

2 D2 2 3 1.10227838 4.19796174 0.13128733 20.0319213 2.629937484 0.5 3.94490623 3.94490623

2 E2 2 3 0.31322445 4.19796174 0.03730673 20.0319213 0.7473254757 0.5 1.12098821 1.12098821

2 E3 2 3 0.68347804 4.19796174 0.08140594 20.0319213 1.6307173682 0.5 2.44607605 2.44607605

1 B2 2 4 0.27332594 2.67278325 0.05113133 16.0388603 0.8200883106 0.63 2.06662254 1.2137307

1 B3 2 4 0.48862465 2.67278325 0.09140746 16.0388603 1.4660714723 0.55 3.22535724 2.63892865

1 C2 2 4 0.57444103 2.67278325 0.10746121 16.0388603 1.7235553037 0.58 3.9986483 2.89557291

1 D2 2 4 0.57444103 2.67278325 0.10746121 16.0388603 1.7235553037 0.58 3.9986483 2.89557291

1 E2 2 4 0.27332594 2.67278325 0.05113133 16.0388603 0.8200883106 0.63 2.06662254 1.2137307

1 E3 2 4 0.48862465 2.67278325 0.09140746 16.0388603 1.4660714723 0.55 3.22535724 2.63892865

PERDE UÇ MOMENTLERİ

KAT PERDE ADET Ip Ip/T Ip T Mpa T Mpü Mpa Mpü

4 C3 2 0.04573333 0.25 -38.231575 80.271035 -9.55789375 20.06775876

4 D3 2 0.04573333 0.25 -38.231575 80.271035 -9.55789375 20.06775876

3 C3 2 0.04573333 0.25 -92.2658775 116.082793 -23.0664694 29.020698258

3 D3 2 0.04573333 0.25 -92.2658775 116.082793 -23.0664694 29.020698258

2 C3 2 0.04573333 0.25 -127.949632 130.011689 -31.9874079 32.502922201

2 D3 2 0.04573333 0.25 -127.949632 130.011689 -31.9874079 32.502922201

1 C3 2 0.04573333 0.25 -336.362738 80.101415 -84.0906844 20.025353739

1 D3 2 0.04573333 0.25 -336.362738 80.101415 -84.0906844 20.025353739

PERDEYE SAPLANAN ÇERÇEVE KİRİŞLERİ UÇ MOMENTLERİ

KAT KİRİŞ ADET ki T ki ki / T ki T Mki Mki

4 K403 2 26.2905032 133.536093 0.09843969 80.271035 7.90185579

3 K303 2 29.3943902 139.743867 0.10517238 154.314368 16.2296093

2 K203 2 29.3943902 139.743867 0.10517238 222.277566 23.3774606

1 K104 2 28.8634621 138.682011 0.10406347 208.051047 21.6505135

İKİ PERDE ARASI KİRİŞ UÇ MOMENTLERİ

KAT KİRİŞ ADET k1 k2 T ki k1 / Tki k2 / T ki T Mki Mki sol Mki sağ

4 K404 2 20.2387718 20.2387718 133.536093 0.15156031 0.15156031 80.271035041 12.165902973 12.165903

4 K407 2 20.2387718 20.2387718 133.536093 0.15156031 0.15156031 80.271035041 12.165902973 12.165903

3 K304 2 20.2387718 20.2387718 139.743867 0.14482762 0.14482762 154.31436802 22.348982694 22.3489827

3 K307 2 20.2387718 20.2387718 139.743867 0.14482762 0.14482762 154.31436802 22.348982694 22.3489827

2 K204 2 20.2387718 20.2387718 139.743867 0.14482762 0.14482762 222.27756631 32.191930968 32.191931

2 K207 2 20.2387718 20.2387718 139.743867 0.14482762 0.14482762 222.27756631 32.191930968 32.191931

1 K105 2 20.2387718 20.2387718 138.682011 0.14593653 0.14593653 208.05104652 30.362248172 30.3622482

1 K108 2 20.2387718 20.2387718 138.682011 0.14593653 0.14593653 208.05104652 30.362248172 30.3622482

Y-Y YÖNÜNDE DEPREM HESABI :

KAT Wİ ( t ) Hİ (m) Wİ*Hİ (t.m) Fİ (t)

4 240.309797 13 3124.02736 45.9415788

3 240.309797 10 2403.09797 35.339676

2 240.309797 7 1682.16858 24.7377732

1 240.309797 4 961.239188 14.1358704

961.239188 8170.5331 120.154899

Çubuk redörleri ( k = I/L )

ÇUBUK b(m) h(m) L1(m) L2(m)

S1 30 70 85.75 3 4 2.85833333 2.14375

S2 50 50 52.0833333 3 4 1.73611111 1.30208333

S3 30 70 85.75 3 4 2.85833333 2.14375

P1 20 140 457.333333 3 4 15.2444444 11.4333333

P2 140 20 9.33333333 3 4 0.31111111 0.23333333

K012 25 50 26.0416667 4.075 0.6390593

K013 25 50 26.0416667 3.65 0.71347032

K112 25 50 26.0416667 3.225 0.80749354

K113 25 50 26.0416667 3.85 0.67640693

K115 25 50 26.0416667 4.075 0.6390593

K116 25 50 26.0416667 3.65 0.71347032

K210 25 50 26.0416667 3.225 0.80749354

K211 25 50 26.0416667 3.85 0.67640693

K213 25 50 26.0416667 4.075 0.6390593

K214 25 50 26.0416667 3.65 0.71347032

Kolon D değerleri ( Ec = 1 )

KAT KOLON ADET hi 1000* 1000* 1000* 1000* 1000* k a 1000*D

m kc k1 k2 k3 k4 t/m

4 3E 2 3 2.85833333 0 0.6390593 0 0.6391 1.5524 0.4370 3.3309

4 2D 2 3 1.73611111 0.80749354 0.67640693 0.80749354 0.6764 0.8547 0.2994 1.3861

4 3D 2 3 0.31111111 0.6390593 0.71347032 0.6390593 0.7135 4.3474 0.6849 0.5682

4 2C 2 3 1.73611111 0.67640693 0.80749354 0.67640693 0.8075 0.8547 0.2994 1.3861

4 3C 2 3 0.31111111 0.71347032 0.6390593 0.71347032 0.6391 4.3474 0.6849 0.5682

4 3B 2 3 2.85833333 0.6390593 0 0.6390593 0.0000 0.2236 0.1005 0.7664

8.0060

3 3E 2 3 2.85833333 0 0.6390593 0 0.6391 1.5524 0.4370 3.3309

3 2D 2 3 1.73611111 0.80749354 0.67640693 0.80749354 0.6764 0.8547 0.2994 1.3861

3 3D 2 3 0.31111111 0.6390593 0.71347032 0.6390593 0.7135 4.3474 0.6849 0.5682

3 2C 2 3 1.73611111 0.67640693 0.80749354 0.67640693 0.8075 0.8547 0.2994 1.3861

3 3C 2 3 0.31111111 0.71347032 0.6390593 0.71347032 0.6391 4.3474 0.6849 0.5682

3 3B 2 3 2.85833333 0.6390593 0 0.6390593 0.0000 0.2236 0.1005 0.7664

8.0060

2 3E 2 3 2.85833333 0 0.6390593 0 0.6764 0.2301 0.1032 0.7865

2 2D 2 3 1.73611111 0.80749354 0.67640693 0.80749354 0.6764 0.8547 0.2994 1.3861

2 3D 2 3 0.31111111 0.6390593 0.71347032 0.6390593 0.7135 4.3474 0.6849 0.5682

2 2C 2 3 1.73611111 0.67640693 0.80749354 0.67640693 0.8075 0.8547 0.2994 1.3861

2 3C 2 3 0.31111111 0.71347032 0.6390593 0.71347032 0.6764 4.4074 0.6879 0.5707

2 3B 2 3 2.85833333 0.6390593 0 0.6390593 0.0000 0.2236 0.1005 0.7664

5.4641

1 3E 1 4 2.14375 0 0.6390593 0 0.6391 0.5962 0.4808 1.5462

1 2D 1 4 1.30208333 0.80749354 0.67640693 0.80749354 0.6764 2.2793 0.7229 1.4120

1 3D 1 4 0.23333333 0.6390593 0.71347032 0.6390593 0.7135 5.7966 0.7435 0.2602

1 2C 1 4 1.30208333 0.67640693 0.80749354 0.67640693 0.8075 1.1396 0.3630 0.7090

1 3C 1 4 0.23333333 0.71347032 0.6390593 0.71347032 0.6391 11.5931 0.9226 0.3229

1 3B 1 4 2.14375 0.80749354 0 0.80749354 0.0000 0.7533 0.5200 1.6721

5.9224

I(m4) K1(m3) K2(m3)

Bir ucu perdeye saplanan çerçeve kirişleri

KAT KİRİŞ ADET Ec a 3 kAC kAB kAD kAF ki

4 K410 2 1 3.225 1.4 0.6390593 0 15.244444444 0 15.8835037 13.0748584

4 K410 2 1 3.225 1.4 0.6390593 0 15.244444444 0 15.8835037 13.0748584

3 K310 2 1 3.225 1.4 0.6390593 15.2444444 15.244444444 0 31.1279482 13.2266851

3 K310 2 1 3.225 1.4 0.6390593 15.2444444 15.244444444 0 31.1279482 13.2266851

2 K210 2 1 3.225 1.4 0.6390593 15.2444444 15.244444444 0 31.1279482 13.2266851

2 K210 2 1 3.225 1.4 0.6390593 15.2444444 15.244444444 0 31.1279482 13.2266851

1 K112 2 1 3.225 1.4 0.6390593 15.2444444 11.433333333 0 27.3168371 13.204615

1 K112 2 1 3.225 1.4 0.6390593 15.2444444 11.433333333 0 27.3168371 13.204615

KAT Hi 1000*D 1000*hİ²*Di 1000*ki 1000*Ri 1000*Ri*

4 3 8.00603233 72.0542909 26.1497168 98.2040077 98.2040077

3 3 8.00603233 72.0542909 26.4533702 98.5076611 98.5076611

2 3 5.46407754 49.1766979 26.4533702 75.6300681 75.6300681

1 4 5.92242139 94.7587422 26.40923 121.167972 86.5485516

Süreklilik denklemi katsayıları

KAT E lp Ri hi Vi Fi d ii d i,i-1 d i, i+1 d io

1 1 0.001 0.087 4 120.155 14.136 1082.98 0.000 -11.554 263027.96

2 1 0.001 0.076 3 106.019 24.738 828.348 -11.554 -13.222 126443.05

3 1 0.001 0.099 3 81.281 35.340 826.945 -13.222 -10.151 96242.89

4 1 0.001 0.098 3 45.942 45.942 823.906 -10.151 -10.183 54304.08

Katsayılar matrisi d d io Katsayılar matrisinin tersi

1082.98278 -11.5542084 0 0 -263027.961 0.0009 0.0000 0.0000 0.0000 X1 = -244.558966

-11.5542084 828.347891 -13.22 0 -126443.046 0.0000 0.0012 0.0000 0.0000 X2 = -157.967347

0 -13.2222544 826.945178 -10.1514947 -96242.8882 0.0000 0.0000 0.0012 0.0000 X3 = -119.736643

0 0 -10.1514947 823.905807 -54304.0848 0.0000 0.0000 0.0000 0.0012 X4 = -67.3858471

Kat Mpi Voi hi Mri Mki Vpi Vdi Mpüi

4 -67.3858471 45.9415788 3 70.44 18.76 28.714 17.227 18.76

3 -119.736643 81.2812549 3 191.49 51.42 34.592 46.690 -15.96

2 -157.967347 106.019028 3 279.83 97.88 45.369 60.650 -21.86

1 -244.558966 120.155 4 394.03 85.88 43.118 77.037 -72.09

Kolon uç momentleri

KAT KOLON ADET hi Di Vdi Yo Malt Müst

4 3E 2 3.00 3.33 8.01 0.21 17.23 3.58 0.43 4.62 6.13

4 2D 2 3.00 1.39 8.01 0.09 17.23 1.49 0.43 1.92 2.55

4 3D 2 3.00 0.57 8.01 0.04 17.23 0.61 0.15 0.28 1.56

4 2C 2 3.00 1.39 8.01 0.09 17.23 1.49 0.44 1.97 2.51

4 3C 2 3.00 0.57 8.01 0.04 17.23 0.61 0.44 0.81 1.03

4 3B 2 3.00 0.77 8.01 0.05 17.23 0.82 0.23 0.57 1.90

3 3E 2 3.00 3.33 8.01 0.21 46.69 9.71 0.45 13.11 16.03

3 2D 2 3.00 1.39 8.01 0.09 46.69 4.04 0.45 5.46 6.67

3 3D 2 3.00 0.57 8.01 0.04 46.69 1.66 0.35 1.74 3.23

3 2C 2 3.00 1.39 8.01 0.09 46.69 4.04 0.45 5.46 6.67

3 3C 2 3.00 0.57 8.01 0.04 46.69 1.66 0.45 2.24 2.73

3 3B 2 3.00 0.77 8.01 0.05 46.69 2.23 0.38 2.55 4.16

2 3E 2 3.00 0.79 5.46 0.07 60.65 4.36 0.50 6.55 6.55

2 2D 2 3.00 1.39 5.46 0.13 60.65 7.69 0.50 11.54 11.54

2 3D 2 3.00 0.57 5.46 0.05 60.65 3.15 0.61 5.77 3.69

2 2C 2 3.00 1.39 5.46 0.13 60.65 7.69 0.50 11.54 11.54

2 3C 2 3.00 0.57 5.46 0.05 60.65 3.17 0.50 4.75 4.75

2 3B 2 3.00 0.77 5.46 0.07 60.65 4.25 0.53 6.76 6.00

1 3E 2 4.00 1.55 5.92 0.13 77.04 10.06 0.55 22.12 18.10

1 2D 2 4.00 1.41 5.92 0.12 77.04 9.18 0.55 20.20 16.53

1 3D 2 4.00 0.26 5.92 0.02 77.04 1.69 0.90 6.09 0.68

1 2C 2 4.00 0.71 5.92 0.06 77.04 4.61 0.55 10.14 8.30

1 3C 2 4.00 0.32 5.92 0.03 77.04 2.10 0.55 4.62 3.78

1 3B 2 4.00 1.67 5.92 0.14 77.04 10.88 0.40 17.40 26.10

Perde uç momentleri

KAT PERDE ADET Ip Mpa Mpü

4 E2 2 0.0009 0.25 -67.39 18.756 -16.85 4.689

4 B2 2 0.0009 0.25 -67.39 18.756 -16.85 4.69

3 E2 2 0.0009 0.25 -119.74 -15.96 -29.93 -3.99

3 B2 2 0.0009 0.25 -119.74 -15.96 -29.93 -3.99

2 E2 2 0.0009 0.25 -157.97 -21.86 -39.49 -5.47

2 B2 2 0.0009 0.25 -157.97 -21.86 -39.49 -5.47

1 E2 2 0.0009 0.25 -244.56 -72.09 -61.14 -18.02

1 B2 2 0.0009 0.25 -244.56 -72.09 -61.14 -18.02

0.007

Bir ucu perdeye saplanan bağ kirişleri

KAT KİRİŞ ADET ki Mki

4 K410 2 13.0748584 26.150 0.250 18.756 4.689

4 K410 2 13.0748584 26.150 0.250 18.756 4.689

3 K310 2 13.2266851 26.453 0.250 51.424 12.856

3 K310 2 13.2266851 26.453 0.250 51.424 12.856

2 K210 2 13.2266851 26.453 0.250 97.876 24.469

2 K210 2 13.2266851 26.453 0.250 97.876 24.469

1 K111 2 13.204615 26.409 0.250 85.881 21.470

1 K111 2 13.204615 26.409 0.250 85.881 21.470

S k

d^-1

SD Di/SD S Vd

Ip/Sıp Smpa Smpü

Ski ki/Ski Smki

2-2 AKSI

1.877 0.593 1.877

4.689 1.142 1.363

P1 k= 0.807 S2 k= 0.676 S2 k= 0.807 P1

4.69 K410 K411 K410

1.363 1.142 4.689

2.51 2.51 4.69

1.877 0.593 1.877

-5.004 2.045 -5.004

-16.85 1.97 1.97 -16.85

-20.837 3.937 4.700

k= 0.807 k= 0.676 k= 0.807

-3.99 K310 K311 K310

4.700 3.937 -20.837

6.67 6.67 -3.99

-5.004 2.045 -5.004

10.1

-8.109 4.025 -8.109

-29.93 5.46 5.46 -29.93

-35.399 7.747 9.249

k= 0.807 k= 0.676 k= 0.807

-5.47 K210 K211 K210

9.249 7.747 -35.399

11.54 11.54 -5.47

-8.109 4.025 -8.109

-14.486 4.698 -14.486

-39.49 11.54 11.54 -39.49

-57.514 9.043 10.796

k= 0.807 k= 0.676 k= 0.807

-18.02 K112 K113 K112

10.796 9.043 -57.514

8.30 8.30 -18.02

-14.486 4.698 -14.486

VKOLON= -19.7903585 VKOLON= 4.610903191 VKOLON= 4.610903191

-61.14 10.14 10.14 -61.14

-61.14 10.14 10.14 -61.14

3.225 m 3.85 m 3.225 m

A2

YUNUS & SALİH: BU SAYFAYA VERİ GİRİŞİ YAPILMAYACAK

3-3 AKSI

1.685 0.374 0.587

6.13 0.822 0.485

S3 k= 0.639 P3 k= 0.713 P2 k= 0.639 S1

6.13 K413 K414 K415

0.737 0.542 1.905

1.56 1.03 1.905

1.685 0.374 0.587

3.205 1.018 1.291

4.62 0.28 0.81 0.57

11.403 1.849 1.673

k= 0.639 k= 0.713 k= 0.639

16.03 K313 K314 K315

1.657 1.868 3.588

3.23 2.73 4.2

3.205 1.018 1.291

-0.981 1.795 1.657

13.11 1.74 2.24 2.55

-6.565 2.864 3.302

k= 0.639 k= 0.713 k= 0.639

6.55 K213 K214 K215

2.565 3.686 3.450

3.69 4.75 6.0

-0.981 1.795 1.657

6.796 2.165 9.054

6.55 5.77 4.75 6.76

24.649 3.401 4.031

k= 0.639 k= 0.713 k= 0.639

18.10 K115 K116 K117

3.047 4.500 32.864

0.68 3.78 26.1

6.796 2.165 9.054

VKOLON= 10.05633413 VKOLON= 1.692405708 VKOLON= 2.100195723

22.12 6.09 4.62 17.4

22.12 6.09 4.62 17.4

4.075 m 3.65 m 4.075 m

B-B/E-E AKSI

0.000 0.782 0.000

0 1.02 0.000

P1 k= 0 S1 k= 1.002 S1 k= 0 P1

0 K402 0

0.000 1.02 0

1.02 1.02 0

0.000 0.782 0.000

0.000 2.077 0.000

0 0.83 0.83 0

0 2.700 0.000

k= 0 k= 1.002 k= 0

0 K302 0

0.000 2.700 0

1.87 1.87 0

0.000 2.077 0.000

0.000 3.057 0.000

0 1.53 1.53 0

0.000 3.974 0.000

k= 0 k= 1.002 k= 0

1.121 K202 0

0.000 3.974 0.000

2.45 2.45 1.121

0.000 3.057 0.000

1.310 2.231 1.310

1.121 2.45 2.45 1.121

2.335 2.900 2.185

k= 0.755 k= 1.002 k= 0.755

1.214 K102 K103 K102

2.185 2.900 2.335

2.64 2.64 1.214

1.310 2.231 1.310

VKOLON= 0.820088311 VKOLON= 0.80633931 VKOLON= 0.80633931

2.067 3.23 3.23 2.067

2.067 3.23 3.23 2.067

3.45 m 2.6 m 3.45 m

C-C/D-D AKSI

5.118 7.410 5.118

1.848654235 9.633 10.435

S2 k= 1.085 P2 k= 1.002 P2 k= 1.085 S2

1.849 K403 K404 K403

10.435 9.633 1.848654235

20.07 20.07 1.849

5.118 7.410 5.118

5.944 7.186 5.944

1.133 -9.558 -9.558 1.133

4.145636633 9.342 10.121

k= 1.085 k= 1.002 k= 1.085

3.013 K303 K304 K303

10.121 9.342 4.145636633

29.02 29.02 3.013

5.944 7.186 5.944

4.715 3.484 4.715

2.465 -23.07 -23.07 2.465

6.410 4.529 4.907

k= 1.085 k= 1.002 k= 1.085

3.945 K203 K204 K203

4.907 4.529 6.410

32.50 32.50 3.945

4.715 3.484 4.715

0.258 -4.417 0.258

3.945 -31.99 -31.99 3.945

6.840 -5.742 -6.220

k= 1.085 1.002 k= 1.085

2.895573 K104 K105 K104

-6.220 -5.742 6.840

20.03 20.03 2.89557

0.258 -4.417 0.258

V KOLON = 1.723555304 V KOLON = -21.0226711 V KOLON = -21.0226711

3.999 -84.09 -84.09 3.999

3.999 -84.09 -84.09 3.999

2.4 m 2.6 m 2.4 m

ZEMİN KAT B-B AKSI

K102YÜK SOL MESNET AÇIKLIK SAĞ MESNET

TÜRÜ V(t) M(tcm) M(tcm) V(t) M(tcm)G 0.87987799 -41.3841 76.64181 1.797824514 -149.0065Q 0.48187633 -20.9255 41.67967 0.547723667 -22.82947E 1.310 233.472 0 1.310 218.529

YÜK SOL MESNET AÇIKLIK SAĞ MESNETKOMB. V(t) M(tcm) M(tcm) V(t) M(tcm)

1,4G+1,6Q 2.00283131 -91.4184 173.986 3.393312187 -245.1363G+Q+E 2.6719022 171.1624 118.3215 3.655696062 46.693109G+Q-E 0.05160644 -295.781 118.3215 1.0354003 -390.3651

HESAP KESİT TESİRLERİ SOL MESNET AÇIKLIK SAĞ MESNET

Vd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)2.6719 135.5370 173.9860 3.6557

-260.1560 -353.808


TÜRÜ V(t) M(tcm) M(tcm) V(t) M(tcm)G 1.70755312 -149.219 79.26893 1.707553124 -149.2191Q 0 -14.6427 -10.00529 0 -14.64271E 2.231 289.971 0 2.231 289.971


1,4G+1,6Q 2.39057437 -232.335 94.96804 2.390574373 -232.3351G+Q+E 3.93810191 126.1095 69.26364 3.938101912 126.10952G+Q-E -0.52299566 -453.833 69.26364 -0.52299566 -453.8332

HESAP KESİT TESİRLERİ SOL MESNET AÇIKLIK SAĞ MESNETVd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)

3.9381 93.2920 94.9680 3.9381 93.29200496-421.015648 -421.015648




1,4G+1,6Q 3.39331219 -245.136 173.986 2.002831313 -91.41842G+Q+E 3.65569606 46.69311 118.3215 2.6719022 171.16237G+Q-E 1.0354003 -390.365 118.3215 0.051606438 -295.7814

HESAP KESİT TESİRLERİSOL MESNET AÇIKLIK SAĞ MESNET

Vd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)3.6557 173.9860 2.6719 135.53701

-359.901012 -260.156047

A1

YUNUS & SALİH: KIRMIZI YERLERİ İLGİLİ ÇİZELGE VE ABAKLARDAN GİRİNİZ

AÇIKLIK DONATI HESABIFcd (kg/cm2) 0.13 C20 KİRİŞ ÖZELLİKLERİFyd (kg/cm2) 3.65 BÇ3 K102 b1(cm) 41.5

KİRİŞ NO K102 K103 K102 K103 b2(cm) 25b/bw 1.66 1 1.66 K102 b3(cm) 41.5t/d 0.29787234 0.42553191 0.297872 KİRİŞ bw(cm) 25

K*Fcd-(K) 68.4972058 581.511441 68.49721 KAL t(cm) 14J 0.982 0.991 0.982 YÜK. h(cm) 50

1.03279018 0.55861563 1.03279 FAY.YÜK d(cm) 47AS min 2.57534247 2.57534247 2.575342 BÇ3 0.0021918

23.5 23.5 23.5 BÇ3 0.02

2.57534247 2.57534247 2.575342 DOA.MES d'(cm) 3SEÇİLEN D. 3.14 3.14 3.14 bw*d*fcd= 152.75

DÜZ 1.57 1.57 1.57 fctd= 0.01

PİLYE 1.57 1.57 1.57 fywd= 3.65MON.DON 2.26 2.26 2.26

DÜZ 2f10 2f10 2f10PİLYE 2f10 2f10 2f10

Pozitif Momentler İçin Mesnet Donatısı Hesabı:

KİRİŞ NO K102 K103 K102SOL SAĞ SOL SAĞ SOL SAĞ

K 407.453285 591.9586 591.9586 407.45329KL 38 38 38 38

basınç don. gerekyok gerekyok gerekyok gerekyokJ 0.964 0.94 0.94 0.964

d'/d 0.06382979 0.06383 0.06383 0.0638298M1 135.53701 93.292 93.292 135.53701M2 0.0000 0 0 0.00AS 0.81957772 0.57853 0.57853 0.8195777AS' 0 0 0 0

As' mukayesi 0 0 0 0MEV. D. 1.57 3.14 3.14 1.57İLAVE D. 0 0 0 0

SEÇİLEN D. 0 0 0 00 0 0 0

Negatif Momentler İçin Mesnet Donatısı Hesabı:


K 212.276442 156.087401 131.1709 131.1709 153.4449699 212.27644KL 38 38 38 38 38 38

basınç don. gerekyok gerekyok gerekyok gerekyok gerekyok gerekyokJ 0.991 0.912 0.908 0.908 0.912 0.991

d'/d 0.06382979 0.06382979 0.06383 0.06383 0.063829787 0.0638298M1 260.156047 353.808186 421.0156 421.0156 359.9010123 260.15605M2 0 0 0 0 0 0AS 1.53027523 2.26142566 2.702848 2.702848 2.300369006 1.5302752AS' 0 0 0 0 0 0

As' mukayesi 0 0 0 0 0 0MEV.D. 3.83 5.4 5.4 5.4 5.4 3.83

İLAVE D. 0 0 0 0 0 0SEÇİLEN D. 0 0 0 0 0 0

0 0 0 0 0 0

AS(cm2)Minr

Max.AS(cm2) Max r

hes.AS(cm2)

t/cm2

t/cm2

KAYMA DONATISIK102 K103 K102

TS500 Sol Mesnet Sağ Mesnet Sol Mesnet Sağ Mesnet Sol Mesnet Sağ Mesnet

Vd 2.6719 3.6557 3.938102 3.938101912 3.6556961 2.6719Vcr 7.6375 minAo*n/s= 0.0205

kesit uygun uygun uygun uygun uygun uygunkayma don. minAo minAo minAo minAo minAo minAo

Ao*n/s 0.02054795 0.020548 0.020548 0.020547945 0.0205479 0.0205479S 48.6666667 48.66667 48.66667 48.66666667 48.666667 48.666667

S< 23.5 S< 23.5 S< 23.5seçilenS 20 20 20 20 20 20DONATI

Sol Sol Sol Sağ Sağ Sağ

3.83 5.4 5.4 5.4 5.4 3.83

1.57 3.14 0 0 3.14 1.57Mpi1(tcm) 861.1372 1214.136 1214.136 Mpj1(tcm) 0 705.9976 352.9988Mpi2(tcm) 352.9988 705.9976 0 Mpj2(tcm) 1214.136 1214.136 861.1372

Serbest Açıklık Uzunluklarıln1(cm) ln2(cm) ln3(cm)

320 230 320Mesnet Sol Sağ Sol Sağ Sol SağVmes 3.92769623 5.373873 5.78901 5.789009811 5.3738732 3.9276962

Vd 2.6719022 3.655696 3.938102 3.938101912 3.6556961 2.6719022Vp 2.69105375 4.897296 8.348407 8.348406957 4.8972963 2.6910538Ve' 5.36295595 8.552992 12.28651 12.28650887 8.5529923 5.362956kesit uygun uygun uygun uygun uygun uygunVcr= 7.6375 Vdmax= 33.605

Kayma don. gerekyok 0 0 0 0 gerekyokVc 0 0 0 0 0 0

n*Ao/s 0.02054795 0.049857 0.020548 0.07162057 0.0205479 0.0205479s 48.6666667 20.05731 48.66667 13.96246907 48.666667 48.666667

s< 10 s< 12.5seçilen S 10 9 10 7 10 102*h bölg. f8/10 f8/8 f8/10 f8/6 f8/10 f8/10

f8/20 f8/20 f8/20 f8/20 f8/20 f8/20

As(cm2) As(cm2)

As'(cm2) As'(cm2)

B151

YUNUS&SALİH : Kayma don.hesabının yapılıp yapılmaması durumuna göre gerekli formüller kontrol edilmelidir. Gerek yoksa :0,3*fctd*bw/fywd Gerek varsa :(Ve-0,8*Vcr)/(fywd*d)

B152

YUNUS&SALİH : ETRİYE F8 SEÇİLMİŞTİR(Ao=0,5cm2) Asw=2*Ao

ZEMİN KAT C-C AKSI




1,4G+1,6Q 1.83357507 -99.3324 145.9788 3.339570931 -270.4822G+Q+E 1.53355128 614.602 101.1746 2.578476203 433.87034G+Q-E 1.0167088 -753.494 101.1746 2.061633722 -810.1833


Vd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)1.8336 590.1544 145.9788 3.3396 426.9128974

-729.0461 -803.226




1,4G+1,6Q 3.008466 -268.634 138.7324 3.008466 -268.6341G+Q+E 6.51291846 387.2209 96.80329 6.512918456 387.22086G+Q-E -2.32059846 -761.136 96.80329 -2.32059846 -761.1363


6.5129 373.6523 138.7324 6.5129 373.6522816-747.5678 -747.568




1,4G+1,6Q 3.33957093 -270.482 145.9788 1.833575069 -99.3324G+Q+E 2.5784762 433.8703 101.1746 1.533551278 614.60205G+Q-E 2.06163372 -810.183 101.1746 1.016708797 -753.4938



-803.2259 -729.046

AÇIKLIK DONATI HESABIFcd (kg/cm2) 0.13 C20 KİRİŞ ÖZELLİKLERİFyd (kg/cm2) 3.65 BÇ3 K104 b1 58

KİRİŞ NO K104 K105 K104 K105 b2 63.1b/bw 2.32 2.524 2.32 K104 b3 58t/d 0.29787234 0.29787234 0.297872 KİRİŞ bw 25

K*Fcd 114.097817 130.614269 114.0978 KAL t 14J 0.982 0.982 0.982 YÜK. h 50

0.86653781 0.82352273 0.866538 FAY.YÜK d 47AS min 2.57534247 2.57534247 2.575342 BÇ3 0.0021918

23.5 23.5 23.5 BÇ3 0.02

2.57534247 2.57534247 2.575342 DOA.MES d' 3SEÇİLEN D. 3.14 3.14 3.14 bw*d*fcd= 152.75

DÜZ 1.57 1.57 1.57 fctd= 0.01


DÜZ 2f10 2f10 2f10PİLYE 2f10 2f10 2f10

Pozitif Momentler İçin Mesnet Donatısı Hesabı


K 93.5772092 129.35894 147.7978 147.7978 129.3589403 93.577209KL 38 38 38 38 38 38


d'/d 0.06382979 0.06382979 0.06383 0.06383 0.063829787 0.0638298M1 590.154382 426.912897 373.6523 373.6523 426.9128974 590.15438M2 0 0 0 0 0 0AS 3.65582409 2.55761819 2.996005 2.996005 2.557618194 3.6558241AS' 0 0 0 0 0 0

As' mukayesi 0 0 0 0 0 0MEV. D. 1.57 3.14 3.14 3.14 3.14 1.57İLAVE D. 2.08582409 0 0 0 0 2.0858241

SEÇİLEN D. 0.79 0 1.13 1.13 0 0.791f10 0 1f12 1f12 0 1f10

Negatif Momentler İçin Mesnet Donatısı Hesabı


K 75.7496669 68.7540119 73.8729 73.8729 68.75401187 75.749667KL 38 38 38 38 38 38


d'/d 0.06382979 0.06382979 0.06383 0.06383 0.063829787 0.0638298M1 729.04611 803.225855 747.5678 747.5678 803.2258555 729.04611M2 0 0 0 0 0 0AS 4.28835392 5.24318883 5.99412 5.99412 5.243188826 4.2883539AS' 0 0 0 0 0 0

As' mukayesi 0 0 0 0 0 0MEV.D. 3.83 5.4 5.4 5.4 5.4 3.83

İLAVE D. 0.45835392 0 0.59412 0.59412 0 0.4583539SEÇİLEN D. 1.13 0.79 1.13 1.13 0.79 1.13

1f12 1f10 1f12 1f12 1f10 1f12

AS(cm2)Minr

Max.AS(cm2) Max r

hes.AS(cm2)

t/cm2

t/cm2



Vd 1.83357507 3.339571 6.512918 6.512918456 3.3395709 1.8335751Vcr 7.6375 minAo*n/s 0.020547945

kesit uygun uygun uygun uygun uygun uygunkayma don. minAo minAo gerekyok minAogerekyok minAo minAo minAo

Ao*n/s 0.02054795 0.020548 0.020548 0.020547945 0.0205479 0.0205479S 48.6666667 48.66667 48.66667 48.66666667 48.666667 48.666667

S< 25 S< 23.5 S< 23.5seçilenS 20 20 20 20 20 20DONATI


4.96 6.53 6.19 6.19 6.53 4.96

2.36 4.27 3.14 3.14 4.27 2.36Mpi1(tcm) 1115.2064 1468.2052 1391.76 Mpj1(tcm) 705.9976 960.0668 530.6224Mpi2(tcm) 530.6224 960.0668 705.9976 Mpj2(tcm) 1391.7596 1468.2052 1115.2064

Serbest Açıklık Uzunluklarıln1(cm) ln2(cm) ln3(cm)318.75 247.5 318.75

Mesnet Sol Sağ Sol Sağ Sol SağVmes 2.69535535 4.909169 9.57399 9.57399013 4.9091693 2.6953554

Vd 1.83357507 3.339571 6.512918 6.512918456 3.3395709 1.8335751Vp 5.71358118 6.031002 9.8112 9.8112 6.0310024 5.7135812Ve' 7.54715625 9.370573 16.32412 16.32411846 9.3705733 7.5471562kesit uygun uygun uygun uygun uygun uygunVcr= 7.6375 Vdmax= 33.605

Kayma don. gerekyok 0 0 0 0 gerekyokVc 0 0 0 0 0 0

n*Ao/s 0.04399392 0.054623 0.095157 0.095156622 0.054623 0.0439939s 35.9140571 28.92555 10.50899 10.50899015 28.925551 35.914057

s< 10 s< 12.5seçilen S 10 10 8 8 10 102*h bölg.

f8/20 f8/20 f8/20 f8/20 f8/20 f8/20

As(cm2) As(cm2)

As'(cm2) As'(cm2)

f10/10 f10/10 f10/8 f10/8 f10/10 f10/10

ZEMİN KAT 3-3 AKSI


TÜRÜ V(t) M(tcm) M(tcm) V(t) M(tcm)G 2.54020801 -418.918 35.13661 2.096697489 -240.5856Q 0.64167951 -135.848 -16.02702 0.213045488 -32.29908E 6.796 2464.88 0 6.796 304.66348


1,4G+1,6Q 4.58297843 -803.843 23.54803 3.276249266 -388.4983G+Q+E 9.97831294 1910.113 19.10959 9.106168396 31.778831G+Q-E -3.6145379 -3019.65 19.10959 -4.48668244 -577.5481


Vd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)9.9783 1677.2860 23.5480 9.1062 -28.9289586

-2786.8191 -516.840




1,4G+1,6Q 7.15702746 -499.429 390.6915 7.051306636 -480.1348G+Q+E 7.15261459 -9.07641 271.7908 7.073764642 115.19861G+Q-E 2.82296586 -689.352 271.7908 2.744115906 -784.8472


7.1570 -56.7899 390.6915 7.0738 68.04018349-641.6389 -737.689


TÜRÜ V(t) M(tcm) M(tcm) V(t) M(tcm)G 1.82356443 -216.162 25.69654 2.114167066 -350.0757Q 0.28801954 -40.8099 -0.404742 0.284780458 -51.0166E 9.054 403.088 0 9.054 3286.3689


1,4G+1,6Q 3.01382148 -367.923 35.32757 3.415482625 -571.7325G+Q+E 11.1654659 146.1159 25.2918 11.45282949 2885.2766G+Q-E -6.94229799 -660.06 25.2918 -6.65493444 -3687.461



-585.6236 -3420.229

K114 ve K111Y.TÜRÜ Vdsol(t) Vdsağ(t) Mdsol(tcm) Mdsağ(tcm) Komb. Sol mes Sağ mes

G 0 6.06895313 0 -1451.979 M(1,4G+1,6Q) 0 -3047.325

Q 0 3.08854688 0 -634.0962 V(1,4G+1,6Q) 0 13.438209

AÇIKLIK DONATI HESABIFcd (kg/cm2) 0.13 C20 KİRİŞ ÖZELLİKLERİFyd (kg/cm2) 3.65 BÇ3 K115 b1 73.9

KİRİŞ NO K115 K116 K117 K116 b2 46.9b/bw 2.956 1.876 1.978 K117 b3 49.45t/d 0.29787234 0.29787234 0.297872 KİRİŞ bw 25

K*Fcd 901.216093 34.4729088 401.9682 KAL t 14J 0.982 0.982 0.982 YÜK. h 50

0.13978236 2.31916565 0.209706 FAY.YÜK d 47AS min 2.57534247 2.57534247 2.575342 BÇ3 0.0021918

23.5 23.5 23.5 BÇ3 0.02


DÜZ 1.57 1.57 1.57 fctd= 0.01


DÜZ 2f10 2f10 2f10PİLYE 2f10 2f10 2f10



K 32.9252136 -1908.9868 -972.444 811.6527 770.4434405 21.093993KL 38 38 38 38 38 38

basınç don. gerekvar gerekvar gerekvar gerekyok gerekyok gerekvarJ 0.927 0.932 0.932 0.932 0.932 0.989

d'/d 0.06382979 0.06382979 0.06383 0.06383 0.06383 0.0638298M1 1453.28947 1453.28947 1453.289 68.04018 71.67949923 1453.2895M2 223.996532 -1482.21843 -1510.08 0 0 1164.7545AS 9.13864215 9.0896151 9.089615 0.425558 0.448320221 8.5657445AS' 1.50458255 -9.90263465 -10.0888 0 0 7.3331834

As' mukayesi 0 0 0 0 0 0MEV. D. 10.1390636 3.14 3.14 3.14 3.14 14.999212İLAVE D. 0.50416111 0 0 0 0 0.8997162

SEÇİLEN D. 0.79 0 0 0 0 1.131f10 0 0 0 0 1f12



K 19.8164994 106.851179 86.06866 74.8622 94.301184 16.146582KL 38 38 38 38 38 38

basınç don. gerekvar gerekyok gerekyok gerekyok gerekyok gerekvarJ 0.969 0.944 0.943 0.922 0.945 0.912

d'/d 0.06382979 0.06382979 0.06383 0.06383 0.063829787 0.0638298M1 1453.28947 516.840341 641.6389 737.6888 585.6236121 1453.2895M2 1333.52967 0 0 0 0 1966.939AS 8.74254001 3.19149147 3.966325 4.663925 3.612401784 9.2889488AS' 8.56906358 0 0 0 0 13.429212

As' mukayesi 0 0 0 0 0 13.429212MEV.D. 5.33458255 -4.50263465 -4.68877 5.4 5.4 11.163183

İLAVE D. 3.40795746 7.69412612 8.655097 0 0 0SEÇİLEN D. 3.08 0 0 0 0 3.08

2f14 0 0 0 0 2f14

AS(cm2)Minr

Max.AS(cm2) Max r

hes.AS(cm2)

t/cm2

t/cm2



Vd 9.9783 9.106168 7.157027 7.073764642 11.165466 11.452829Vcr 7.6375 minAo*n/s 0.020547945

kesit uygun uygun uygun uygun uygun uygunkayma don. 0 0 minAo minAo 0 0

Ao*n/s 0.02254919 0.017465 0.020548 0.020547945 0.0294693 0.0311444S 44.3474979 57.25646 48.66667 48.66666667 33.933569 32.108455

S< 25 S< 23.5 S< 23.5seçilenS 20 20 20 20 20 20DONATI


8.41458255 -4.68877249 5.4 -4.50263465 5.4 14.243183

10.9290636 3.14 3.14 3.14 3.14 29.558423Mpi1(tcm) 1891.93474 -1054.22361 1214.136 Mpj1(tcm) 705.9976 705.9976 6645.9159Mpi2(tcm) 2457.29066 705.9976 705.9976 Mpj2(tcm) -1012.37237 1214.136 3202.4374

Serbest Açıklık Uzunluklarıln1(cm) ln2(cm) ln3(cm)382.5 340 382.5


Vd 9.97831294 9.106168 7.157027 7.073764642 11.165466 11.452829Vp 6.79197997 3.777564 -1.024194 5.647451765 20.549155 10.218131Ve' 16.7702929 12.88373 6.132833 12.72121641 31.714621 21.67096kesit uygun uygun uygun uygun uygun uygunVcr= 7.6375 Vdmax= 33.605

Kayma don. 0 0 gerekyok 0 0 0Vc 7.6375 7.6375 7.6375 7.6375 0 7.6375

n*Ao/s 0.06214103 0.039485 0.000133 0.038538131 0.184871 0.090708s 25.4260368 40.01472 11870.76 40.99835542 8.5464997 17.418527


f8/20 f8/20 f8/20 f8/20 f8/20 f8/20

As(cm2) As(cm2)

As'(cm2) As'(cm2)

ZEMİN KAT 2-2 AKSI




1,4G+1,6Q 2.20685158 -234.183 50.22702 2.032444354 -250.7974G+Q+E 16.042323 5586.322 35.75042 15.89975266 906.20038G+Q-E -12.9298937 -5916.38 35.75042 -13.072464 -1252.966



-5729.2236 -987.970




1,4G+1,6Q 5.68433043 -526.922 338.8708 5.684330433 -526.9217G+Q+E 8.581874 544.0162 231.1445 8.581873996 544.01616G+Q-E -0.813721 -1264.64 231.1445 -0.813721 -1264.636


8.5819 400.9849 338.8708 8.5819 400.9849271-1121.6046 -1121.605




1,4G+1,6Q 2.03244435 -250.797 50.22702 2.206851579 -234.1832G+Q+E 15.8997527 906.2004 35.75042 16.04232299 5586.3218G+Q-E -13.072464 -1252.97 35.75042 -12.9298937 -5916.384



-987.9697 -5729.224

K111 (KONSOL)Y.TÜRÜ Vdsol(t) Vdsağ(t) Mdsol(tcm) Mdsağ(tcm) Konbi Sol mes Sağ mes

G 0 5.74340625 0 -1358.9 M(1,4G+1,6Q) 0 -2263.158Q 0 0.733125 0 -225.4359 V(1,4G+1,6Q) 0 9.2137688

AÇIKLIK DONATI HESABIFcd (kg/cm2) 0.13 C20 KİRİŞ ÖZELLİKLERİFyd (kg/cm2) 3.65 BÇ3 K112 b1 44.35

KİRİŞ NO K112 K113 K112 K113 b2 71.2b/bw 1.774 2.848 1.774 K112 b3 44.35t/d 0.29787234 0.29787234 0.297872 KİRİŞ bw 25

K*Fcd 253.5685 60.3371632 253.5685 KAL t 14J 0.982 0.982 0.982 YÜK. h 50

0.29815025 2.01155524 0.29815 FAY.YÜK d 47AS min 2.57534247 2.57534247 2.575342 BÇ3 0.0021918

23.5 23.5 23.5 BÇ3 0.02


DÜZ 1.57 1.57 1.57 fctd= 0.01


DÜZ 2f10 2f10 2f10PİLYE 2f10 2f10 2f10



K 10.2284403 86.1269683 137.7234 137.7234 86.12696829 10.22844KL 38 38 38 38 38 38


d'/d 0.06382979 0.06382979 0.06383 0.06383 0.06383 0.0638298M1 1453.28947 641.204504 400.9849 400.9849 641.2045042 1453.2895M2 3945.8719 0 0 0 0 3945.8719AS 9.83916524 3.94689764 2.4222 2.4222 3.946897637 9.8391652AS' 28.5360784 0 0 0 0 28.536078

As' mukayesesi 28.5360784 0 0 0 0 28.536078MEV. D. 32.4930496 3.14 3.14 3.14 3.14 32.49305İLAVE D. 5.88219407 0.80689764 0 0 0.806897637 5.8821941

SEÇİLEN D. 6.03 0.79 0 0 0.79 6.033f16 0 0 3f16



K 9.63917689 55.8974612 49.23749 49.23749 55.89746117 9.6391769KL 38 38 38 38 38 38


d'/d 0.06382979 0.06382979 0.06383 0.06383 0.06383 0.0638298M1 1453.28947 987.969737 1121.605 1121.605 987.9697369 1453.2895M2 4275.9342 0.000 0.0000 0.000 0.0000 4275.934AS 9.83916524 5.93107874 6.761182 6.761182 5.931078735 9.8391652AS' 30.9230496 0 0 0 0 30.92305

As' mukayesi 30.9230496 0 0 0 0 30.92305MEV.D. 32.3660784 5.4 5.4 5.4 5.4 32.366078

İLAVE D. 8.39613641 0.53107874 1.361182 1.361182 0.531078735 8.3961364SEÇİLEN D. 10.18 1.57 1.57 1.57 1.57 10.18

4f18 4f18

AS(cm2)Minr

Max.AS(cm2) Max r

hes.AS(cm2)

t/cm2

t/cm2

1f10 1f10

2f10 2f10 2f10 2f10



Vd 16.042323 15.89975 8.581874 8.581873996 15.899753 16.042323Vcr 7.6375 minAo*n/s 0.020547945

kesit uygun uygun uygun uygun uygun uygunkayma don. 0 0 0 0 0 0

Ao*n/s 0.05789754 0.057066 0.014409 0.014409059 0.0570665 0.0578975S 27.2895878 27.68701 109.6532 109.653243 27.687012 27.289588

S< 30 S< 25 S< 25seçilenS 20 20 20 20 20 20DONATI


42.5460784 6.97 6.97 6.97 6.97 42.546078

38.5230496 3.14 3.93 3.93 3.14 38.52305Mpi1(tcm) 9566.06027 1567.1348 1567.135 Mpj1(tcm) 883.6212 705.9976 8661.5225Mpi2(tcm) 8661.52246 705.9976 883.6212 Mpj2(tcm) 1567.1348 1567.1348 9566.0603

Serbest Açıklık Uzunluklarıln1(cm) ln2(cm) ln3(cm)367.5 310 367.5


Vd 16.042323 15.89975 8.581874 8.581873996 15.899753 16.042323Vp 28.4345074 27.83308 7.332685 7.332685161 27.833081 28.434507Ve' 44.4768304 43.73283 15.91456 15.91455916 43.732834 44.47683kesit uyg.değil uyg.değil uygun uygun uyg.değil uyg.değilVcr= 7.6375 Vdmax= 33.605

Kayma don. 0 0 0 0 0 0Vc 0 0 7.6375 7.6375 0 0

n*Ao/s 0.25926453 0.254928 0.057153 0.057152779 0.2549276 0.2592645s 6.09416178 6.197838 27.6452 27.64520012 6.1978376 6.0941618


f10/20 f10/20 f10/20 f10/20 f10/20 f10/20

As(cm2) As(cm2)

As'(cm2) As'(cm2)

BASİT KİRİŞ DONATI HESABI:

K101bw(cm) d(cm) b(cm) t(cm)

25 47 25 14

l(m) G(t/m) Q(t/m) Pd(t/m) Md(tcm) K Kl3.45 1.72625 0.425 3.09675 460.7383 119.862 38

K>Kl old.basit donatılı

r As Donatı0.0055 0.002192 0.02 6.4625

Fctd (kg/cm2) 10Fcd (kg/cm2) 130

Fywd (kg/cm2) 3650Fyd (kg/cm2) 3650

ENİNE DONATI HESABI:

Vd(t) Vcr(t) Vmax(t) f= 8 2*Asw= 14.227064 7.6375 38.1875

Min Asw / s= 0.020548smin= 48.66667 s< d/2 ,bw

Kiriş ortasındaki enine donatı=

sıklaştırma bölgesinde s=h/4 ,s/2

K106bw(cm) d(cm) b(cm) t(cm) b/bw t/d

25 47 51 14 2.04 0.297872

l(m) G(t/m) Q(t/m) Pd(t/m) Md(tcm) Kfcd J2.6 1.947596 0.357641 3.29886 278.7537 52.53983 0.974

Min As Max As Donatı1.668288 2.575342 23.5


Fctd (kg/cm2) 10Vd(t) Vcr(t) Vmax(t) Fcd (kg/cm2) 130

3.100928 7.6375 38.1875 Fywd (kg/cm2) 3650Fyd (kg/cm2) 3650

f= 8 2*Asw= 1Min Asw / s= 0.020548

smin= 48.66667 s< d/2 ,bwKiriş ortasındaki enine donatı=


r min r max6f12

cm2

f8/20

f8/10

As(cm2)4f/14

cm2

f8/20

f8/10

A1


K118 ve K119AÇIKLIKTA DONATI HESABI

l(m) bw(cm) d(cm) b(cm) t(cm) b/bw t/d4.275 25 47 93.4 14 3.736 0.297872

Md Kfcd J289.3261 37.22054 0.907

As Min As Max As Donatı1.859472 2.575342 23.5




f= 8 2*Asw= 1Min Asw / s= 0.020548

smin= 48.66667 s< d/2 , bwKiriş ortasındaki enine donatı=

MESNETTE DONATI HESABI:

bw(cm) d(cm) b(cm) t(cm)25 47 25 14

Md(tcm) K Kl292.32 188.9197 38

K>Kl old. Basit donatılı

r As Donatı0.0026 0.002192 0.02 3.055

ÇIKMADA ENİNE DONATI HESABI:



f= 8 2*Asw= 1Min Asw / s= 0.020548

smin= 48.66667 s< d/2 , bwKiriş ortasındaki enine donatı=


4f/14

cm2

f8/20

r min r max4f/12

cm2

f8/20

f8/10

ZEMİN KAT KOLON YÜKLERİ

N Mx Vx My VyÜst Alt Üst Alt

S1

G 64.430 -0.001 -0.001 -0.001 5.765 4.324 2.8823556 ###Q 16.436 0.047 0.035 0.023 0.997 0.748 0.498341 ###Ex 1.115 2.639 3.225 1.676 0.000 0.000 0 ###Ey 4.527 0.000 0.000 0.000 26.101 17.400 12.428894 ###

S2

G 43.338 0.317 0.272 0.168 0.656 0.492 0.3279898 ###Q 13.634 0.057 0.049 0.030 0.412 0.309 0.2060881 ###Ex 0.129 2.896 3.999 1.970 0.000 0.000 0 ###Ey 2.349 0.000 0.000 0.000 8.300 10.144 5.2696036 ###

S3

G 62.101 -0.001 -0.001 -0.001 5.765 4.324 2.8823556 ###Q 15.114 0.047 0.035 0.023 0.997 0.748 0.498341 ###Ex 1.115 2.639 3.225 1.676 0.000 0.000 0 ###Ey 3.398 0.000 0.000 0.000 26.101 17.400 12.428894 ###

P1

G 45.445 0.223 0.191 0.118 6.912 5.184 3.4559065 ###Q 8.528 0.120 0.090 0.060 1.199 0.899 0.5992506 ###Ex 0.655 1.214 2.067 0.937 0.000 0.000 0 ###Ey 7.243 0.000 0.000 0.000 18.022 61.140 22.617553 ###

P2

G 67.681 0.002 0.002 0.001 0.353 0.265 0.1764524 ###Q 16.074 0.005 0.004 0.002 0.092 0.069 0.0459825 ###Ex 2.208 20.025 84.091 29.747 0.000 0.000 0 ###Ey 4.527 0.000 0.000 0.000 3.780 4.620 2.4002237 ###

P3

G 76.769 -0.249 -0.187 -0.125 0.320 0.240 0.1599589 ###Q 14.957 0.038 0.028 0.019 0.116 0.087 0.0581261 ###Ex 2.208 20.025 84.091 29.747 0.000 0.000 0 ###Ey 1.082 0.000 0.000 0.000 0.677 6.093 1.934178 ###

ZEMİN KAT KOLON YÜK KOMBİNEZYONLARI

N Mx Vx My VyÜst Alt Üst Alt

S1 1,4G+1,6Q 116.49946 0.073248 0.0547643 0.0365749 9.6652868 7.2489651 4.83264330 70 G+Q+Ex 81.981 2.685 3.259 1.698 6.761 5.071 3.381

0.428571428571429 G+Q+Ey 85.393 0.046 0.034 0.023 32.862 22.471 15.810S2 1,4G+1,6Q 82.487157 0.5348668 0.4584572 0.2838068 1.5778532 1.1833899 0.788927

50 50 G+Q+Ex 57.101 3.270 4.319 2.168 1.068 0.801 0.5341 G+Q+Ey 59.321 0.374 0.321 0.198 9.368 10.945 5.804

S3 1,4G+1,6Q 111.12466 0.073248 0.0547643 0.0365749 9.6652868 7.2489651 4.83264330 70 G+Q+Ex 78.331 2.685 3.259 1.698 6.761 5.071 3.381

0.428571428571429 G+Q+Ey 80.614 0.046 0.034 0.023 32.862 22.471 15.810P1 1,4G+1,6Q 77.268492 0.5032906 0.4108936 0.2611955 11.59414 8.695605 5.79707

20 140 G+Q+Ex 54.629 1.556 2.347 1.115 8.110 6.083 4.0550.142857142857143 G+Q+Ey 61.217 0.342 0.281 0.178 26.132 67.222 26.673

P2 1,4G+1,6Q 120.472 0.0099514 0.0085297 0.0052803 0.6412108 0.4809081 0.320605140 20 G+Q+Ex 85.964 20.032 84.096 29.751 0.445 0.334 0.222

7 G+Q+Ey 88.282 0.006 0.006 0.003 4.225 4.954 2.623P3 1,4G+1,6Q 131.40759 -0.288136 -0.216102 -0.1440681 0.6338884 0.4754163 0.316944

140 20 G+Q+Ex 93.934 19.814 83.932 29.642 0.436 0.327 0.2187 G+Q+Ey 92.808 -0.211 -0.158 -0.106 1.113 6.420 2.152

KOLON KOLON

L(k

olo

n)

L(k

olo

n)

L(k

iriş

)

I .k

ol/L

.ko

l

I.ki

riş

/ L

.kir

iş

k

i=0

,3*h

(m

)

k*ln

/i

E*I

2,5*

(1+

Rm

)

Nk

Cm

(0,6

M2

+0

,4M

2)

M2

Cm

>0

,4

b Cm

(1-1

,3*N

d/N

k)

NOh(m)

b(m)

B-B AKSI

P1010.2

0.00093 0.002604 4 32.75 0.00031111 0.000947

0.574933333 0.5749333 1.28 3.5 4.48 0.06074.7 45.445423

669.9621 0.59 329.119430.410894

0.400 11.4 0.00023333 narin 77.268492 0.503291

S1010.3

0.00157 0.002604 4 32.75 0.000525 0.000947

0.519896203 0.5198962 1.2 3.5 4.2 0.09046.7 64.429759

1156.114 0.55 646.191640.054764

0.400 10.7 3.175 0.00039375 0.0008202 narin 116.49946 0.073248

C-C AKSI

S1020.5

0.00521 0.002604 4 32.75 0.00174 0.000947

3.208333333 3.2083333 2.1 3.5 7.35 0.15049 43.337993

3892.445 0.53 710.406810.458457

0.400 10.5 0.00130208 narin 82.487157 0.534867

P1021.4

0.04573 0.002604 4 32.75 0.01524 0.000947

15.09624529 15.096245 3.5 3.5 12.25 0.42029.2 67.681478

33381.94 0.56 2193.30340.00853

0.943 1.0153590.2 3.175 0.01143333 0.0008202 narin 120.472 0.009951

D-D AKSI

S1020.5

0.00521 0.002604 4 32.4 0.00174 0.0010851

2.8 2.8 2.1 3.5 7.35 0.15049 43.337993

3892.445 0.53 710.406810.458457

0.400 10.5 0.00130208 narin 82.487157 0.534867

P1031.4

0.04573 0.002604 4 32.4 0.01524 0.0010851

12.7848448 12.784845 3.5 3.5 12.25 0.42029.2 76.768647

32909.93 0.58 2162.2909-0.2161

0.400 10.2 2.6 0.01143333 0.0010016 narin 131.40759 -0.28814

E-E AKSI

P1010.2

0.00093 0.002604 4 32.75 0.00031111 0.000947

0.574933333 0.5749333 1.28 3.5 4.48 0.06074.7 45.445423

669.9621 0.59 329.119430.410894

0.400 11.4 0.00023333 narin 77.268492 0.503291

S1030.3

0.00157 0.002604 4 32.75 0.000525 0.000947

0.519896203 0.5198962 1.2 3.5 4.2 0.09046.7 62.101458

1151.814 0.6 643.788480.054764

0.400 10.7 3.175 0.00039375 0.0008202 narin 111.12466 0.073248

799.01502 7724.627 1.15535954

I ko

l.=b

*h^

3/12

I.ki

riş

aal

t

S(I/L

)ko

lon

S(I/L

)kir

iş

aü

st

S(I/L

)ko

lon

S(I/L

)kir

iş

ln k*l

n

Ndg

Ec*

Ic

Rm

=N

dg

/Nd

p^2*

E*I

/(k*

ln)^

2

M1x

Ndx M2x

SNd SNk KAT b

A27

YUNUS & SALİH : K' yı giriniz.(kırmızı yerlere)

KOLON KOLON

L(k

olo

n)

L(k

olo

n)

L(k

iriş

)

Iko

lon

/Lko

lon

Ikir

iş/L

kir

iş

k

i=0

,3*h

(m

)

k*ln

/i

E*I

2,5*

(1+

Rm

)

Nk

Myalt

Cm

(0,6

M2

+0

,4M

2)

M2

Cm

>0

,4

b Cm

(1-1

,3*N

d/N

k)

NOh(m)

Myüstb(m)

2-2 AKSI

P1011.4

0.04573 0.002604 4 33.55 0.01524444 0.0007336

17.3112986 17.311299 3.3 3.5 11.55 0.42027.5 45.445423

32828.14 0.59 2426.28418.695605

0.400 10.2 3.225 0.01143333 0.0008075 narin 77.268492 11.59414

S1020.5

0.00521 0.002604 4 33.225 0.00173611 0.0008075

2.047438163 2.0474382 1.6 3.5 5.6 0.15037.3 43.337993

3892.445 0.53 1223.78671.18339

0.400 10.5 3.85 0.00130208 0.0006764 narin 82.487157 1.577853

3-3 AKSI

S1010.7

0.00857 0.002604 4 33.55 0.00286 0.0007336

3.644166951 3.644167 1.7 3.5 5.95 0.21028.3 64.429759

6294.398 0.55 1752.99057.248965

0.400 10.3 4.075 0.00214375 0.0006391 narin 116.49946 9.665287

P1020.2

0.00093 0.002604 4 34.075 0.00031 0.0006391

0.402537907 0.4025379 1.13 3.5 3.955 0.06065.9 67.681478

681.2641 0.56 429.419560.480908

0.400 11.4 3.65 0.00023333 0.0007135 narin 120.472 0.641211

P1030.2

0.00093 0.002604 4 33.65 0.00031 0.0007135

0.402537907 0.4025379 1.12 3.5 3.92 0.06065.3 76.768647

671.6313 0.58 430.941270.475416

0.400 11.4 4.075 0.00023333 0.0006391 narin 131.40759 0.633888

S1030.7

0.00857 0.002604 4 34.075 0.00286 0.0006391

3.644166951 3.644167 1.65 3.5 5.775 0.21027.5 62.101458

6270.989 0.56 1853.92167.248965

0.400 10.3 3.55 0.00214375 0.0007336 narin 111.12466 9.665287

639.25937 8117.344 1.11405465

I ko

l.=b

*h^

3/12

I ki

riş

aal

t

S(I/L

)ko

lon

S(I/L

)kir

iş

aü

st

S(I/L

)ko

lon

S(I/L

)kir

iş

ln k*l

n

Ndg

Ec*

Ic

Rm

=N

dg

/Nd

p^2*

E*I

/(k*

ln)^

2

Ndy

SNd SNk KAT b

BOYUNA DONATI HESABI fck= 0.2 fyk= 4.2

kolon Durum b h Nd Mx My Mxd Myd n mx my k m m As

S101Düşey Yük. 70 30 1.155 1.114 116.499 7.325 966.529 8.463 1076.766 0.277 0.001 0.037 0.573 0.037 -0.084 minAsDeprem X 70 30 1.155 1.114 81.981 325.946 676.139 470.731 941.570 0.195 0.037 0.032 0.740 0.061 -0.003 minAsDeprem Y 70 30 1.155 1.114 85.393 4.564 3286.207 6.591 4576.268 0.203 0.001 0.156 0.739 0.156 0.266 As gerekli



P101Düşey Yük. 140 20 1.155 1.114 77.268 50.329 1159.414 58.148 1291.651 0.138 0.005 0.016 0.583 0.015 -0.106 minAsDeprem X 140 20 1.155 1.114 54.629 234.731 811.031 338.998 1129.417 0.098 0.030 0.014 0.478 0.037 -0.010 minAsDeprem Y 140 20 1.155 1.114 61.217 34.241 6722.248 49.451 11233.427 0.109 0.004 0.143 0.672 0.101 0.161 As gerekli

P102Düşey Yük. 20 140 1.155 1.114 120.472 0.995 64.121 1.150 71.434 0.215 0.000 0.006 0.699 0.006 -0.173 minAsDeprem X 20 140 1.155 1.114 85.964 8409.622 44.487 12145.2 61.951 0.154 0.155 0.006 0.612 0.158 0.294 As gerekliDeprem Y 20 140 1.155 1.114 88.282 0.645 495.408 0.932 689.890 0.158 0.000 0.062 0.676 0.042 -0.042 minAs

P103Düşey Yük. 20 140 1.155 1.114 131.408 -21.610 63.389 -24.968 70.619 0.235 0.000 0.006 0.658 0.006 -0.174 minAsDeprem X 20 140 1.155 1.114 93.934 8393.226 43.617 12121.492 60.740 0.168 0.155 0.005 0.649 0.158 0.286 As gerekliDeprem Y 20 140 1.155 1.114 92.808 -15.842 641.979 -22.880 893.999 0.166 0.000 0.080 0.711 0.056 -0.004 minAs

bx by

R1

YUNUS & SALİH : (k m m) değerlerini BÇ sınıfına ve (n) 'nin durumuna göre abaktan girin

BOYUNA DONATININ SEÇİLMESİMin As As

Gerekli As Seçilen As DonatıAs Min As uç Min As göv. As uç As göv. Seçilen As Donatı

0,01*b*h 0,001*b*h 0,0025*b*lw 0,55*As/2 0,45*As Uç Gövde Uç Gövde

S101 21 26.6077546 26.6077546 25.45 10 f 18 P101 25.784341721 2.8 5 7.090694 11.60295 7.090694 11.60295 6 f 12 6 f 16 25.78434

S102 25 5.12768435 25 16.08 8 f 16 P102 47.09661797 2.8 5 12.95157 21.19348 12.95157 21.19348 6 f 14 7f 16 47.09662

S103 21 19.0609295 21 25.45 10 f 18 P103 45.785951428 2.8 5 12.59114 20.60368 12.59114 20.60368 7 f 12 9 f 14 45.78595

KOLON KAYMA DONATISI HESABI fctd= 0.01 fywd= 3.65 fcd= 0.13

Vd Vcr Vc V max Kesit s (cm) Orta bölge Sarılma bölgesi

S101 15.8095905 19.7619881 13.065 10.452 Gerekli 60.06 26.267487928 f 8/15 So< 20cm f 8/7 Sc=So/2bmin/2= 15

S102 5.80368148 7.25460185 15.275 12.22 min As 71.5 min s f 8/20 So< 20cm f 8/10 Sc=So/2bmin/2= 25

S103 15.8095905 19.7619881 13.065 10.452 Gerekli 60.06 26.267487928 f 8/15 So< 20cm f 8/7 Sc=So/2bmin/2= 15

Asw= 1

PERDE KAYMA DONATISI HESABIPerde Uç Donatısı Gövde Yatay Donatısı

Vd Ash min Ash s Seçilen As min Ash s Seçilen As

P101 26.6727096 33.340887 4.14818823 7 7 14 f 8/14 So< 20cm5 20 f 8/20 So< 25cm

bw< 20 bw< 20

P102 29.7508645 37.1885806 5.20235084 7 7 14 f 8/14 So< 20cm5 20 f 8/20 So< 25cm

bw< 20 bw< 20

P103 29.6418229 37.0522786 5.16500783 7 7 14 f 8/14 So< 20cm5 20 f 8/20 So< 25cm

bw< 20 bw< 20

As sağlananm*b*h*Fck/Fyk 1,2*m*b*h*Fck/Fyk

m*Vd Kayma donatısı

Kesit yeterli

Kesit yeterli

Kesit yeterli

m*VdSeçilen

Ash

C45

YUNUS&SALİH : ETRİYE F8 SEÇİLMİŞTİR(Ao=0,5cm2) Asw=2*Ao

TEKİL TEMEL HESABI10 fyd= 3.65

TO1 S2

40 Yük 1,4G+1,6Q G+Q+E

50 Nd 82.48716 59.3206260 50 Vd 0.788927 5.803681

Md 1.380622 11.27623bx

Zemin emniyet gerilmesi= 22.5 t/m^22 t/m^3

h= 1 m

20.5 t/m^230.75

1,4G+1,6Q için

(Nd/bx*by)+(Md/(bx*by)^2/6) by= 2.3 mbx= 2.3 m seçilirse

16.3 t/m^2

14.9 t/m^2

G+Q+E içinby= 2.3 m

(Nd/bx*by)+(Md/(bx*by)^2/6) bx= 2.3 m seçilirse

16.8 t/m^2

5.7 t/m^2

fctd=

by

bx

g(zemin)=

s(net)= szemin-h*b*g(zemin)=1,5*s(net)=

smax,min=

smax=

smin=

smax,min=

smax=

smin=

A1


B-B YÖNÜNDEB 15.8433288

0.9

VdB= 33.969 t0.5

A A MdA= 15.40 tm

0.9 h= 60 cmd= 55 cm

B 15.8433288 b= 230 cm0.9 0.5 0.9 K= 451.81

j= 0.9814.9 As= 7.83 cm^2

Asmin= 25.3 cm^216.046 seçilen As= 25.3 cm^2

16.8 seçilen donatı13 20

A-A YÖNÜNDEAcort= 15.84

h= 60 cmVdA= 32.80 t d= 55 cm

b= 230 cmMdB= 14.76 tm K= 471.44

j= 0.98As= 7.50 cm^2

Asmin= 25.3 cm^2seçilen As= 25.3 cm^2

seçilen donatı13 20

KAYMA HESABI

Vcr= 0,65*fctd*b*d Vcr>Vd

Vcr= 82.23 33.969

Vcr= 82.23 32.80

ZIMBALAMA KONTROLÜ

(d+d')/2 ex= Md/Nd ey= 054.2 cm ex= 0.017

4.204 1/(1+1,5*(ex+ey)/(bx*by)^(1/2))Vpd= (Aoct)*(Azımbalama) 0.98Vpd= 66.61 t

222.5084 66.61 uygun

f16 /

f16 /

doct=doct=

AT= m2 g=g=

Vpt= g*fctd*AT*dVpt=

H48

YUNUS&SALİH : TEMEL HESABINDA PAS PAYI 5cm ALINIR.

10 fyd= 3.65

TO2 S1

40 Yük 1,4G+1,6Q G+Q+E

30 Nd 116.4995 85.3928260 70 Vd 4.832643 15.80959

Md 8.457126 27.04534bx


h= 1 m

20.5 t/m^230.75

1,4G+1,6Q için


26.2 t/m^2

17.9 t/m^2

G+Q+E içinby= 2.3 m

(Nd/bx*by)+(Md/(bx*by)^2/6) bx= 2.3 m seçilirse

29.5 t/m^2

2.8 t/m^2

fctd=

by

bx

g(zemin)=


smax,min=

smax=

smin=

smax,min=

smax=

smin=


1

VdB= 50.521 t0.3

A A MdA= 20.70 tm

1 h= 60 cmd= 55 cm

B 23.6657161 b= 230 cm0.8 0.7 0.8 K= 336.04

j= 0.9817.9 As= 10.52 cm^2

Asmin= 25.3 cm^225.435 seçilen As= 25.3 cm^2



h= 60 cmVdA= 54.43 t d= 55 cm

b= 230 cmMdB= 27.22 tm K= 255.64

j= 0.98As= 13.83 cm^2

Asmin= 25.3 cm^2seçilen As= 25.3 cm^2


KAYMA HESABI


Vcr= 82.23 50.521

Vcr= 82.23 54.43

ZIMBALAMA KONTROLÜ

(d+d')/2 ex= Md/Nd ey= 054.2 cm ex= 0.073


207.9001 100.44 uygun

f16 /

f16 /

doct=doct=

AT= m2 g=g=


H134


10 fyd= 3.65

TO3 P1

40 Yük 1,4G+1,6Q G+Q+E

20 Nd 77.26849 61.2165460 140 Vd 5.79707 26.67271

Md 10.14487 60.28395bx


h= 1 m

20.5 t/m^230.75

1,4G+1,6Q için


19.6 t/m^2

9.6 t/m^2

G+Q+E içinby= 3 m

(Nd/bx*by)+(Md/(bx*by)^2/6) bx= 7 m seçilirse

5.4 t/m^2

0.5 t/m^2

fctd=

by

bx

g(zemin)=


smax,min=

smax=

smin=

smax,min=

smax=

smin=


1.4

VdB= 147.909 t0.2

A A MdA= 214.92 tm

1.4 h= 60 cmd= 55 cm

B 14.6065201 b= 300 cm2.8 1.4 2.8 K= 42.23

j= 0.989.6 As= 109.24 cm^2

Asmin= 33 cm^215.607 seçilen As= 109.2418 cm^2



h= 60 cmVdA= 143.14 t d= 55 cm

b= 700 cmMdB= 100.20 tm K= 211.33

j= 0.98As= 50.93 cm^2

Asmin= 77 cm^2seçilen As= 77 cm^2


KAYMA HESABI


Vcr= 107.25 147.909

Vcr= 250.25 143.14

ZIMBALAMA KONTROLÜ

(d+d')/2 ex= Md/Nd ey= 054.2 cm ex= 0.131


910.6899 285.69 uygun

f16 /

f16 /

doct=doct=

AT= m2 g=g=


H220


10 fyd= 3.65

TO4 P2

40 Yük 1,4G+1,6Q G+Q+E

20 Nd 120.472 88.2821375 140 Vd 0.320605 29.75086

Md 0.60915 76.2616bx


h= 1.15 m

20.2 t/m^230.3

1,4G+1,6Q için


23.1 t/m^2

22.5 t/m^2

G+Q+E içinby= 2 m


18.0 t/m^2

-0.3 t/m^2

fctd=

by

bx

g(zemin)=


smax,min=

smax=

smin=

smax,min=

smax=

smin=


0.9

VdB= 82.677 t0.2

A A MdA= 74.53 tm

0.9 h= 75 cmd= 70 cm

B 22.7735358 b= 200 cm1.8 1.4 1.8 K= 131.50

j= 0.9822.5 As= 29.76 cm^2




h= 75 cmVdA= 102.48 t d= 70 cm

b= 500 cmMdB= 46.12 tm K= 531.26

j= 0.98As= 18.42 cm^2



KAYMA HESABI


Vcr= 91.00 82.677

Vcr= 227.50 102.48

ZIMBALAMA KONTROLÜ

(d+d')/2 ex= Md/Nd ey= 069.2 cm ex= 0.005


559.7605 185.24 uygun

f16 /

f16 /

doct=doct=

AT= m2 g=g=


H306


10 fyd= 3.65

TO5 P3

40 Yük 1,4G+1,6Q G+Q+E

20 Nd 131.4076 93.934275 140 Vd 0.316944 29.64182

Md 0.602194 76.05423bx


h= 1.15 m

20.2 t/m^230.3

1,4G+1,6Q için


25.1 t/m^2

24.5 t/m^2

G+Q+E içinby= 2 m


18.5 t/m^2

0.3 t/m^2

fctd=

by

bx

g(zemin)=


smax,min=

smax=

smin=

smax,min=

smax=

smin=


0.9

VdB= 90.111 t0.2

A A MdA= 81.22 tm

0.9 h= 75 cmd= 70 cm

B 24.8407545 b= 200 cm1.8 1.4 1.8 K= 120.67

j= 0.9824.5 As= 32.44 cm^2




h= 75 cmVdA= 111.78 t d= 70 cm

b= 500 cmMdB= 50.30 tm K= 487.05

j= 0.98As= 20.09 cm^2



KAYMA HESABI


Vcr= 91.00 90.111

Vcr= 227.50 111.78

ZIMBALAMA KONTROLÜ

(d+d')/2 ex= Md/Nd ey= 069.2 cm ex= 0.005


560.0502 202.05 uygun

f16 /

f16 /

doct=doct=

AT= m2 g=g=


H392


10 fyd= 3.65

TO6 S3

40 Yük 1,4G+1,6Q G+Q+E

30 Nd 111.1247 80.6138160 70 Vd 4.832643 15.80959

Md 8.457126 27.04534bx


h= 1 m

20.5 t/m^230.75

1,4G+1,6Q için


25.2 t/m^2

16.8 t/m^2

G+Q+E içinby= 2 m


22.5 t/m^2

4.4 t/m^2

fctd=

by

bx

g(zemin)=


smax,min=

smax=

smin=

smax,min=

smax=

smin=


0.85

VdB= 54.230 t0.3

A A MdA= 31.89 tm

0.85 h= 60 cmd= 55 cm

B 21.0065524 b= 200 cm1.15 0.7 1.15 K= 189.73

j= 0.9816.8 As= 16.21 cm^2

Asmin= 22 cm^221.980 seçilen As= 22 cm^2



h= 60 cmVdA= 53.57 t d= 55 cm

b= 300 cmMdB= 22.77 tm K= 398.62

j= 0.98As= 11.57 cm^2



KAYMA HESABI


Vcr= 71.50 54.230

Vcr= 107.25 53.57

ZIMBALAMA KONTROLÜ

(d+d')/2 ex= Md/Nd ey= 054.2 cm ex= 0.076


241.5545 104.07 uygun

f16 /

f16 /

doct=doct=

AT= m2 g=g=


H478


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