BETONARME PROJESİ

(1)

SİYAH DOLGULU HÜCRELERDE GEREKLİ AÇIKLAMALAR YAPILMIŞTIR

BETONARME PROJESİ

AÇIKLIKLAR

Kiriş Ön Boyutları=

Lx1(cm)

Lx2(cm)

Ly1(cm)

Ly2(cm)

b=

25 cm

405

260

420

360 h=

50 cm

MALZEME

DEPREM BÖL.

Kolon Ön Boyutları=

C

20 BÇ

3

2.25 X

Y

S101

25

60 S102

40

40 C 20

130

10

200 BÇ 3

3650

3650 4200

2850000

S103

25

60 P101

20

140 P102

140

20 ZEM. EM.GER.(kg/cm

2

₎

Fcd

(kg/cm

2

₎

Fctd

(kg/cm

2

₎

Fck

(kg/cm

2

₎

Fyd

(kg/cm

2

₎

Fywd

(kg/cm

2

₎

Fyk

(kg/cm

2

₎

Ec

(t/m

2

₎

(2)

KALIP PLANLARI:

P103

140

20 1 2 3 3 2 1

160

345

260

405

160 F E D C B A

A

K101 K101

A

K111

4

K111 K111 K111

320

DD101

B

K102 K103 K102

B

KİRİŞ

KOLON

DÖŞEME

P101

1

S101 S101 P101 K101 S101 DD101 D102 K102 S102 D102 K103 S103 D103

###

K112 K117 K117 K112 K104 P101 D104 K105 P102 DD105 K106 P103 D106

C

S102

₁

K104

₁

K105 K104 S102

C

K107 D107 P102

1

P102 K108 B101 B101 D103 D104 K109 B102 K106 K110

360

4

K111 K113 K116 DD105 K116 K113 K112 K113

D

K107 K108 K107

D

K114 S102

1

P103

1

P103 S102 K115 D106 D107 K116 K117

###

K112 K115 K119 K115 K112 K118 K119

E

P101 K109 S103 K110 S103 K109 P101

E

K111 K114 K118

1

K114 K111

160

B102

F

K101 K101

F

1 2 3 3 2 1

ZEMİN KAT

1 MOZAYİK KAPLI DÖŞEME

2 AHŞAP KAPLI DÖŞEME

3 AHŞAP KAPLI DÜŞÜK DÖŞEME

4 MOZAYİK KAPLI DÜŞÜK DÖŞEME

1 MOZAYİK KAPLI DÖŞEME

2 AHŞAP KAPLI DÖŞEME

(3)

1 2 3 3 2 1

160

345

260

405

160 KİRİŞ

KOLON

DÖŞEME

A

K201 K201

A

K201 S201 D201 K209 K209 K209 K209 K202 S202 D202

320

1

K203 S203 D203

B

K202

B

K204 P201 DD204 P201 D201 S201 S201 P201 K205 P202 D205 K206 P203 D206 K207 B201

###

K210 K215 K215 K210 K208 B202 K209 K210

C

S202 K203 K204 K203 S202

C

K211 P202

1

P202 K212 B201 D202 D203 K213

1

K205 _K214

360

K211 K214 K214 K211 K215 DD204 K216

4

K217

D

K206 K207 K206

D

S202 P203 P203 S202

1

D205 D206

###

K210 K213 K217 K213 K210

E

P201 S203 K208 S203 P201

E

K209 K212 K216

1

K212 K209

320

B202

F

K201 K201

F

1 2 3 3 2 1

NORMAL KAT

3 AHŞAP KAPLI DÜŞÜK DÖŞEME

4 MOZAYİK KAPLI DÜŞÜK DÖŞEME

(4)

YÜK ANALİZİ TABLOSU

SABİT YÜK

1 Mozayik Kaplı Döşeme

2 0.04

3 0.07

12 0.3

2 0.04

g= 0.15 2 Ahşap Parke Kaplı Döşeme

3 0.02

3 0.07

12 0.3

2 0.04

g= 0.43 3 Ahşap Parke Kaplı Düşük Döşeme

3 0.02 3 0.07 38 0.63 12 0.3 2 0.04 g= 1.06 4 Seramik Kaplı Düşük Döşeme

2 0.04 3 0.07 38 0.53 12 0.3 2 0.04 g= 0.68 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 (γ=2,0 t/m3_{) ...} _t/m2 Tesfiye Betonu (γ=2,2 t/m3_{) ...} _t/m2 Betonarme Plak (γ=2,5 t/m3_{) ...} _t/m2 Tavan Sıvası (γ=2,0 t/m3_{) ...} _t/m2 t/m2 Ahşap Parke (γ=0,8 t/m3_{) ...} _t/m2

Tesfiye Betonu + Şap (γ=2,2 t/m3_{) ...} _t/m2

Betonarme Plak (γ=2,5 t/m3_{) ...} _t/m2

Tavan Sıvası (γ=2,0 t/m3_{) ...} _t/m2

t/m2

Ahşap Parke (γ=0,8 t/m3_{) ...} _t/m2

Curuf Betonu (γ=1,4 t/m3_{) ...} _t/m2

Betonarme Plak (γ=2,5 t/m3_{) ...} _t/m2

Tavan Sıvası (γ=2,0 t/m3_{) ...} _t/m2

t/m2

Fayans Kaplama (γ=2,0 t/m3_{) ...} _t/m2

Curuf Betonu (γ=1,4 t/m3_{) ...} _t/m2 Betonarme Plak (γ=2,5 t/m3_{) ...} _t/m2 Tavan Sıvası (γ=2,0 t/m3_{) ...} _t/m2 t/m2 t/m2 t/m2 t/m2 t/m2 t/m2

(5)

DÖŞEME HESAPLARI

ZEMİN KAT DÖŞEME ANALİZLERİ

D201 DÖŞEMELERİ

320

lxn lyn lx ly m

425 460 450 485 1.08 0.5 11.08

hfmin=lxn/(15+20/m)*(1-ap/4) çift yönlü döşeme

tabaka kalınlığı= 14 cm alınır

345 Sehim Şartı: DURUM 7 hfmin= 11.08 < 14 g q Pd 0.43 0.2 0.92 t= 14 D202 DÖŞEMELERİ 427.5 lxn lyn lx ly m 320 402.5 345 427.5 1.24 1 7.71 hfmin=lxn/(15+20/m)*(1-ap/4) çift yönlü döşeme

345 Sehim Şartı:

DURUM 6K hfmin= 7.71 < 14

g q Pd

0.43 0.2 0.92 t= 14

D103 DÖŞEMELERİ 1 Mozayik Kaplı Döşeme

360

lxn lyn lx ly m

320 335 345 360 1.04 0.74 7.62

345 Sehim Şartı:

DURUM 2U hfmin= 7.62 < 14

g q Pd

0.5 0.2 1.01 t= 14

D104 DÖŞEMESİ 1 Mozayik Kaplı Döşeme

120

lxn lyn lx ly m

95 235 120 260 2.17 0 3.17

hfmin=lxn/30 tek yönlü döşeme

260 Sehim Şartı: DURUM 6U hfmin= 3.17 < 14 g q Pd 0.5 0.2 1.01 t= 14 αp hfmin αp hfmin αp hfmin αp hfmin

(6)

DD105 DÖŞEMESİ 4 Mozayik Kaplı Düşük Döşeme

240

lxn lyn lx ly m ap

215 235 240 260 1.08 0 6.43

260 Sehim Şartı:

DURUM 7 hfmin= 6.43 < 14

g q Pd

1.03 0.35 2 t= 14

427.5

lxn lyn lx ly m ap

320 402.5 345 427.5 1.24 0.5 8.99 hfmin=lxn/(15+20/m)*(1-ap/4)

çift yönlü döşeme

345 Sehim Şartı:

g q Pd

0.5 0.2 1.01 t= 14

427.5

lxn lyn lx ly m ap

105 402.5 130 427.5 3.29 0 3.5

130 Sehim Şartı:

g q Pd

0.5 0.2 1.01 t= 14

B101 DÖŞEMELERİ 1 Mozayik Kaplı Döşeme

360 ls ll hfmin 160 360 15 g q Pd 0.52 0.5 1.53 160 hfmin hfmin hfmin

(7)

NORMAL KAT DÖŞEME ANALİZLERİ

747.5

lxn lyn lx ly m

320 722.5 345 747.5 2.17 0 10.67 hfmin=lxn/30

tek yönlü döşeme

345 Sehim Şartı:

DURUM 6K hfmin= 12.8 < 12

g q Pd

0.5 0.2 1.01 t= 14

360

lxn lyn lx ly m

320 335 345 360 1.04 0.74 7.62

345 Sehim Şartı:

g q Pd

0.45 0.2 0.94 t= 12

D203 DÖŞEMESİ 1 Mozayik Kaplı Döşeme

120

lxn lyn lx ly m

95 235 120 260 2.17 0 3.17

260 Sehim Şartı:

g q Pd

0.45 0.2 0.94 t= 12

DD204 DÖŞEMESİ 4 Mozayik Kaplı Düşük Döşeme

240

lxn lyn lx ly m ap

215 235 240 260 1.08 0 6.43

260 Sehim Şartı: DURUM 7 hfmin= 6.14 < 12 g q Pd 0.98 0.35 1.93 t= 12 αp hfmin αp hfmin αp hfmin hfmin

(8)

747.5

lxn lyn lx ly m ap

320 722.5 345 747.5 2.17 0 10.67 hfmin=lxn/30

tek yönlü döşeme

345 Sehim Şartı:

g q Pd

0.5 0.2 1.01 t= 14

427.5

lxn lyn lx ly m ap

105 402.5 130 427.5 3.29 0 3.5

130 Sehim Şartı:

g q Pd

0.45 0.2 0.94 t= 12

B201 DÖŞEMELERİ 1 Mozayik Kaplı Döşeme

360 ls ll hfmin 160 360 15 g q Πδ 0.52 0.5 1.53 160 hfmin hfmin

(9)

min. Donatı koşulları: BÇ 3 0 Açıklık donatısı: Tek Yön.Döş. 0

Çift Yön.Döş. 0 (iki doğrultu toplamı) Mesnet donatısı: Minimum Donatı= Φ8 / 30

Boyuna Mesnet donatısı: Minimum Donatı= Φ 8 / 30 ZEMİN KAT DÖŞEME HESABI

AÇIKLIK DONATISI HESABI

MESNET AÇIKLIK HESAP DONATI

Döş No dx t lxn m Mmx kx rx Max Kx Px Px Asx

Hal dy Pd lyn Mmy ky ry May Ky Py Py Asy

D201 13 14 4.25 1.08 0 0 0 0 0.08 138.23 122.26 0 0 2.6 Φ8/18 S<20cm S< 1.5 t DURUM 7 12 0.92 4.6 1665.36 0 0 0 0 0.05 83.27 172.94 0 S<30cm D202 13 14 3.2 1.24 0 0 0 0 0.05 43.43 389.13 0 0 2.6 Φ8/15,5 S<20cm S< 1.5 t DURUM 6K 12 0.92 4.03 944.13 0.06 54.76 3.7 1.16 0.04 41.54 346.64 0 0 1.8 Φ8/15 S<25cm D103 13 14 3.2 1.04 0.05 50.69 3.65 1.14 0.04 37.91 445.74 0 0 2.6 Φ8/18 S<20cm S< 1.5 t DURUM 2U 12 1.01 3.35 1038.75 0.04 42.59 4.32 1.35 0.03 32.2 447.19 0 0 2.4 Φ8/18 S<30cm D104 13 14 0.95 2.17 0.1 8.97 2.3 2.42 0.07 6.77 2494.59 0 0 3.9 Φ8/15,5 S<20cm S< 1.5 t DURUM 6U 12 1.01 2.35 91.55 0 0 0 0 0.04 4.03 3574.81 0 S<30cm DD105 12 13 2.15 1.08 0 0 0 0 0.06 51.38 280.26 0 0 2.4 Φ8/18 S<20cm S< 1.5 t DURUM 7 11 2 2.35 924.13 0 0 0 0 0.05 46.21 261.87 0 0 2.86 Φ8/18 S<25cm D106 13 14 3.2 1.24 0.05 53.81 3.88 1.21 0.04 40.51 417.17 0 0 2.6 Φ8/18 S<20cm S< 1.5 t DURUM 3 12 1.01 4.03 1038.75 0.05 50.9 4.01 1.25 0.04 38.43 374.67 0 0 3.6 Φ8/17,5 S<25cm D107 13 14 1.05 3.29 0.08 8.95 2.68 2.55 0.06 6.71 2518.53 0 0 2.6 Φ8/15,5 S<20cm S< 1.5 t DURUM 4 12 1.01 4.03 111.84 0 0 0 0 0.04 4.92 2926.32 0 S<30cm 14 -1 0 -0.1 M=q*l^2/2 M= 0.000 K= bw*d^2/Md K= #DIV/0! ρ=0.01 -0.52 Φ10/11 -2 0 B101 14 15 1.5 M=q*l^2/2 M= 1.721 K= bw*d^2/Md K= 113.92 ρ=0.01 7.28 Φ10/11 13 1.53

MESNET DONATISI HESABI

Döş 1 Mmk r1 dM K1 P1 As1 Mevcut As EK As MESNET

Döş 2 r2 K2 As2 DONATISI D202 54.76 0.78 1.16 8.11 3.74 51.02 13 331.27 0 4.42 Φ8/30+Φ8/36 1.35 Φ8/30 D103 42.59 1.35 2.51 4.37 46.96 13 359.89 0 3.9 3.07 D103 42.59 0.84 1.35 5.54 2.92 45.51 13 371.37 0 3.64 Φ8/36+Φ8/35 _1.07 _Φ8/30 D106 50.9 1.21 2.56 2.62 48.28 13 350.06 0 3.9 2.83 D106 53.81 0.17 1.21 29.91 9.63 44.18 13 382.57 0 3.64 Φ8/36+Φ8/31 ₀ ₀ D107 8.95 2.55 3.76 20.28 29.22 13 578.33 0 2.6 3.02 D107 8.95 1 0 0 0 8.95 13 1888.9 0 2.6 Φ8/31+Φ8/31 ₀ ₀ D107 8.95 0 0 0 8.95 13 1888.9 0 2.6 3.24 D103 50.69 0.29 1.14 80.91 80.91 131.6 13 128.42 0.01 8.45 Φ8/36+Φ10/11 ₀ ₀ B101 172.058 0 1.14 0 172.06 14 113.92 0.01 7.28 8.54

Boyuna mesnet donatısı :

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

D104 İçin; 0,60 * As = 2.34

Burulma donatısı

DD101 için 3/4 * Asm = 1.95 3/8*Asm 0.98

D102 için 3/4 * Asm = 1.35 3/8*Asm 0.68

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

NORMAL KAT DÖŞEME HESABI AÇIKLIK DONATISI HESABI

MESNET AÇIKLIK HESAP

DONATI

Döş No dx t lxn m Mmx kx rx Max Kx Px Px Asx

Hal dy Pd lyn Mmy ky ry May Ky Py Py Asy

D201 12.5 14 3.2 2.17 0 0 0 0 0.06 64.3 243.01 0 0 3.88 Φ8/12,5 S<20cm S< 1.5 t DURUM 6K 11.5 1.01 7.23 1038.75 0.06 60.25 5.87 1.83 0.04 45.7 289.36 0 0 2.99 Φ8/16,5 S<25cm D202 10.5 12 3.2 1.04 0.05 47.19 3.65 1.14 0.04 35.3 312.34 0 0 2.1 Φ8/18 S<20cm S< 1.5 t DURUM 2U 9.5 0.94 3.35 967.07 0.04 39.65 4.32 1.35 0.03 29.98 301.04 0 0 1.9 Φ8/18 S<25cm D203 10.5 12 0.95 2.17 0.1 8.35 2.3 2.42 0.07 6.31 1748.01 0 0 3.15 Φ8/15,5 S<20cm S< 1.5 t DURUM 6U 9.5 0.94 2.35 85.23 0 0 0 0 0.04 3.75 2406.53 0 0 0 S<30cm DD204 10.5 12 2.15 1.08 0 0 0 0 0.06 49.58 222.36 0 0 2.52 Φ8/18 S<20cm S< 1.5 t DURUM 7 9.5 1.93 2.35 891.77 0 0 0 0 0.05 44.59 202.41 0 0 2.47 Φ8/18 S<25cm D205 12.5 14 3.2 2.17 0.07 73.65 4.69 1.47 0.05 55.68 280.64 0 0 3.25 Φ8/15 S<20cm S< 1.5 t DURUM 3 11.5 1.01 7.23 1038.75 0.05 50.9 6.37 1.99 0.04 38.43 344.1 0 0 2.42 Φ8/18 S<25cm D206 10.5 12 1.05 3.29 0.08 8.33 2.68 2.55 0.06 6.25 1764.79 0 0 3.15 Φ8/15,5 S<20cm S< 1.5 t DURUM 4 9.5 0.94 4.03 104.12 0 0 0 0 0.04 4.58 1969.97 0 0 0 S<30cm B201 13.5 15 1.5 M=q*l^2/2 M= 1.721 K= bw*d^2/Md K= 105.92 ρ=0.01 7.02 Φ10/11 12.5 1.53

MESNET DONATISI HESABI

Döş 1 Mmk r1 dM K1 P1 As1 Mevcut As EK As MESNET

Döş 2 Mmb r2 K2 As2 DONATISI D201 60.25 _0.66 1.83 13.73 7.91 52.34 12.5 298.55 0 3 Φ8/33+Φ8/36 _0.61 Φ8/30 D202 39.65 1.35 3.18 5.82 45.47 10.5 242.46 0 3.15 2.55 D202 39.65 _0.78 1.35 7.5 3.03 42.68 10.5 258.32 0 2.94 Φ8/36+Φ8/36 _0.15 Φ8/30 D205 50.9 1.99 3.34 4.47 46.43 12.5 336.53 0 2.63 2.79 D205 73.65 _0.11 1.47 43.54 15.88 57.76 12.5 270.5 0 3.5 Φ8/30+Φ8/31 _0.21 Φ8/30 D206 8.33 2.55 4.02 27.66 35.99 10.5 306.33 0 2.52 3.3 D206 8.33 ₁ 0 0 0 8.33 10.5 1323.59 0 3.15 Φ8/31+Φ8/31 ₀ 0 D206 8.33 0 0 0 8.33 10.5 1323.59 0 0 3.24 D202 47.19 _0.27 1.14 83.24 83.24 130.44 10.5 84.52 0.01 6.83 Φ8/36+Φ10/11 ₀ 0 B201 172.06 0 1.14 0 172.06 13.5 105.92 0.01 7.02 8.54

Boyuna mesnet donatısı :

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

Burulma donatısı

D201 için 3/4 * Asm = 2.91 3/8*Asm 1.45

D205 için 3/4 * Asm = 2.44 3/8*Asm 1.22

ρ min = ρ min = αmx αax 100*Pd*lxn^2 αmy αay Φ8/30(D don) Φ8/30(D don) Φ8/30(D don) Φ8/30(D don) Φ8/30(D don) Mm1 Mdm1 Mmax1 d1 Mm2 Mmb Σr Mdm2 Mmax2 d2 P2 1,89cm2_Φ_8/26 _1,89cm2_Φ_8/26 1,89cm2_Φ_8/26 As1 = cm2 Φ8/21 As2 = cm2 Φ8/30 As1 = cm2 Φ8/20 As2 = cm2 Φ8/30 As1 = cm2 Φ8/23 As2 = cm2 Φ8/30 αmx αax 100*Pd*lxn^2 αmy αay Φ8/30(D don) Φ8/30(D don) Φ8/30(D don) Mm1 Mdm1 Mmax1 d1 Mm2 Σr Mdm2 Mmax2 d2 P2 1,89cm2_Φ_8/26 _1,89cm2_Φ_8/26 As1 = cm2 Φ8/17 As2 = cm2 Φ8/30 As1 = cm2 Φ8/20 As2 = cm2 Φ8/30

(10)

10.5 cm seçilen h=12 cm12 cm B102 g q h 310 0.45 0.25 0.7 0.5 1.77 12 K ε 105 1.05 3.1 0.6 2.95 19.9 10.5 0.03 0.06 d 10.5 3650.5 528.1

'Kxr >Kmin olduğundan min. Donatı yeterlidir 2.1 1.9 10.5 cm seçilen h=12 cm12 cm B202 g q h 310 0.45 0.25 0.7 0.5 1.77 12 K ε 105 1.05 3.1 5.78 2.95 32.7 15.4 95.3 0.18 0.38 0.06 d 10.5 624.2 528.1

'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 Φ8/18 (Min.) Min Asy= cm2 Φ8/18 (Min.) h=lx/10 = gd gp pd

lx ly mxr mxer mymax Mxr Mxer Mymax

Kxr Kmin

Min Asx= cm2 Φ8/18 (Min.)

(11)

(12)

(13)

(14)

(15)

(16)

S<20cm S< 1.5 t S<20cm S< 1.5 t S<20cm S< 1.5 t S<20cm S< 1.5 t S<20cm S< 1.5 t S<20cm S< 1.5 t S<20cm S< 1.5 t S<20cm S< 1.5 t S<20cm S< 1.5 t S<20cm S< 1.5 t S<20cm S< 1.5 t S<20cm S< 1.5 t S<20cm S< 1.5 t

(17)

(18)

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;

0.63

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

tan

α

=

cos

α

=

(19)

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=

0.38 t/m^2

Kaplama+sıva... =

0.15 t/m^2

gsa=

0.53 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=

0.86 y2=

3.95 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 ρ=

0.01 As=

14.28 cm^2

Seçilen

(Düz+pilye)

DAĞITMA DONATISI ;

As=

2.86 cm^2

Seçilen

φ

16/13 (15,47 cm^2)

φ

8/16 (3,14cm^2)

(20)

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...

0.31 ton

Duvar...

0.25 ton

Merdiven...

Vbg=

1.39 ton

Vbq=

0.75 ton

Tg=

1.95 ton

Tq=

0.75 ton

Pd=

1,4Tg+1,6Tq

Pd=

3.93 ton

1.5 m

50

3.93

25 1.5 m

lp=

427.50 cm

15

50

35

25

(21)

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

598.25

299.13 -598.25 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

µ

kol

=

µ

kir

=

(22)

AÇIKLIKTA DONATI HESABI

K=

154.43 >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=

120.48 >Kl=38,0 Kesit yeterlidir

0.002 As=

2.6 cm^2

seçilen =

3.08 cm^2

ilave

Etriye

MESNET ALT BÖLGESİ =

seçilen =

0 KAYMA 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= 0,25fcdbw*d

0,3*fctd/fywd

Vmax=

38.2 ton

0 minAsw/S=

minAsw/S=

0.02 Asw=

1 cm^2

Ao=

0.5 cm^2

1/S=

0.02 S=

48.67 cm <d/2

23.5 cm

Bu şartlar altında S=20cm seçilmek suretiyle;

Etriye

ρ

min=

4φ

14(6,16cm^2)

2 φ

12 φ

8/20

ρ

min=

2φ

14 φ

8/10

min

ρ

w=

min

ρ

w=

min

ρ

w*bw

φ

8 için

φ

8/20

(23)

(24)

(25)

(26)

(27)

(28)

ZEMİN KAT KİRİŞ VE KOLON YÜK ANALİZİ

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m) K101

Zati ağırlık 0.31

Duvar 0.5

DD101 0.91 0.43

TOPLAM 1.73 0.43

DD101 0.91 0.43

D102 0.5769 0.2683

TOPLAM 1.80317 0.6933

Duvar 0.2

Merdiven 1.21 0.75

TOPLAM 1.72 0.75

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m) K104 Zati ağırlık 0.31 Duvar 0.5 D102 0.5769 0.2683 D103 0.529067 0.213333 TOPLAM 1.91848 0.481667

Merdiven 1.22 0.75

D104 0.22 0.09

TOPLAM 1.75 0.84

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m) K106 Zati ağırlık 0.31 Duvar 0.63 D104 0.22 0.09 DD105 0.79 0.27 TOPLAM 1.95 0.36

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m) K108 Zati ağırlık 0.31 Duvar 0.5 K119 2.41 0.21 DD105 0.79 0.27 TOPLAM 4.01 0.48

D106 0.67 0.27

DD101 0.91 0.2683

TOPLAM 1.89 0.54

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m) K110 Zati ağırlık 0.31 Duvar 0.5 B102 0.6 0.43 K119 2.41 0.21 TOPLAM 3.82 0.64

(29)

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m) K111 Zati ağırlık 0.31 Duvar 0.63 K101 2.98 0.73 TOPLAM 3.92 0.73

Duvar 0.5

D106 0.53 0.21

TOPLAM 1.34 0.21

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m) K113 Zati ağırlık 0.31 Duvar 0.5 D103 0.55 0.22 B101 0.83 0.8 TOPLAM 2.2 1.02

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

K116 Zati ağırlık 0.31 Duvar 0.5 K106 2.29 0.42 D103 0.55 0.22 DD105 0.86 0.29 TOPLAM 4.52 0.94

Duvar 0.63

D102 0.53 0.21

TOPLAM 1.47 0.21

Duvar 0.63

B102 0.39 0.26

TOPLAM 1.33 0.26

Duvar 0.63

D107 0.26 0.11

TOPLAM 1.2 0.11

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m) Zati ağırlık 0.31

Duvar 0.250

Merdiven 3.141 0.75

TOPLAM 3.703 0.75

(30)

G (ÖLÜ YÜK) Q(HAREKETLİ)

S101

ELEMAN KOLON ZATİ AĞIRLIĞI=KİRİŞ BOYU (m) KİRİŞ YÜKÜ t/m Ng (t)1.31 KİRİŞ YÜKÜ t/m Nq (t)

2.6 3.7 4.81 0.75 0.97 b= 25 cm K102 3.45 1.8 3.11 0.69 1.2 h= 60 cm K103 2.6 0.6 0.79 0 0 H= 3.5 m K111 1.6 0.91 1.46 0.27 0.43 γ= 2.5 t/m3 K117 4.08 1.47 2.99 0.21 0.43 KAT TOPLAMI 14.47 3.03 G (ÖLÜ YÜK) Q(HAREKETLİ)

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 1.92 2.3 0.48 0.58

h= 40 cm K112 3.23 1.34 2.16 0.21 0.34

H= 3.5 m K113 3.85 2.2 4.23 1.02 1.97

γ= 2.5 t/m3 KAT TOPLAMI 10.1 2.89

S103

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

b= 25 cm K109 3.45 1.89 3.26 0.54 0.93 h= 60 cm K110 2.6 3.82 4.97 0.64 0.83 H= 3.5 m K114 1.6 4.11 6.58 0.86 1.38 γ= 2.5 t/m3 K115 4.08 1.73 3.52 0.32 0.65 KAT TOPLAMI 19.64 3.79 G (ÖLÜ YÜK) Q(HAREKETLİ)

P101

b= 20 cm K102 3.45 1.80317 3.11 0.69 1.2

h= 140 cm K111 3.2 3.92 12.53 0.73 2.35

H= 3.5 m K112 3.23 1.34 2.16 0.21 0.34

γ= 2.5 t/m3 KAT TOPLAMI 20.25 3.89

P102

b= 20 cm K104 2.4 1.91848 2.3 0.481667 0.58 h= 140 cm K105 2.6 1.75 2.27 0.84 1.09 H= 3.5 m K116 3.65 4.52 8.25 0.94 1.71 γ= 2.5 t/m3 K117 4.08 1.47 2.99 0.21 0.43 KAT TOPLAMI 18.26 3.81 G (ÖLÜ YÜK) Q(HAREKETLİ)

P103

b= 20 cm K107 2.4 2.01 2.41 0.48 0.58 h= 140 cm K108 2.6 4.01 5.22 0.48 0.62 H= 3.5 m K115 4.08 1.73 3.52 0.32 0.65 γ= 2.5 t/m3 K116 3.65 4.52 8.25 0.94 1.71 KAT TOPLAMI 21.84 3.56 ZEM İN KAT KO LO N L ARI Ksahanlık

ZEMİN KAT KOL

O

N

L

ARI

ZEMİN KAT KOL

O N L ARI ZE MİN KAT PE RDE LE Rİ ZE MİN KAT PE RDE LE Rİ ZE MİN KAT PE RDE LE Rİ

(31)

NORMAL KAT KİRİŞ VE KOLON YÜK ANALİZİ

Duvar 0.5

D201 1.19 0.48

TOPLAM 2.01 0.48

Duvar 0.2

Merdiven 1.208 0.75

TOPLAM 1.72 0.75

Merdiven 1.216 0.75

D203 0.2 0.09

TOPLAM 1.73 0.84

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m) K205 Zati ağırlık 0.31 Duvar 0.63 D203 0.2 0.09 DD204 0.75 0.27 TOPLAM 1.89 0.36

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m) K207 Zati ağırlık 0.31 Duvar 0.5 K217 1.2 0.18 DD204 0.75 0.27 TOPLAM 2.77 0.45

D205 1.19 0.48

Duvar 0.63

TOPLAM 2.13 0.48

Duvar 0.5

D205 1.19 0.48

(32)

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

K214 Zati ağırlık 0.31 Duvar 0.5 K205 0.69 0.13 D202 0.5 0.22 DD204 0.82 0.29 TOPLAM 2.83 0.65

Duvar 0.63

D201 1.19 0.48

TOPLAM 2.13 0.48

Duvar 0.63

B202 0.39 0.26

TOPLAM 1.33 0.26

Duvar 0.63

D206 0.47 0.21

TOPLAM 1.41 0.21

Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m) Zati ağırlık 0.31

Duvar 0.250

Merdiven 1.216 0.75

TOPLAM 1.778 0.75

(33)

S201

b= 25 cm 2.6 1.778 2.312 0.75 0.973

h= 60 cm K202 2.6 1.720 2.237 0.75 0.973

H= 2.5 m K209 3.2 2.132 6.823 0.482 1.541

γ= 2.5 t/m3 K215 4.08 2.132 4.344 0.482 0.981

KAT TOPLAMI 16.652 4.468

NORMAL KATLAR TOPLAMI 49.957 13.404

S202

b= 40 cm K203 2.4 2.483 2.979 0.695 0.834

h= 40 cm K210 3.23 2.007 3.236 0.482 0.777

H= 2.5 m K211 3.85 2.007 3.864 1.023 1.970

γ= 2.5 t/m3 KAT TOPLAMI 11.079 3.581

S203

b= 25 cm K208 2.6 3.591 4.669 1.230 1.599

h= 60 cm K212 1.6 2.329 3.726 0.613 0.981

H= 2.5 m K213 4.08 2.366 4.821 0.587 1.195

γ= 2.5 t/m3 KAT TOPLAMI 14.154 3.775

P201

b= 20 cm K210 3.23 2.007 3.236 0.482 0.777

h= 140 cm K209 1.6 2.132 3.411 0.482 0.771

H= 2.5 m KAT TOPLAMI 8.398 1.547

γ= 2.5 t/m3 NORMAL KATLAR TOPLAMI 25.193 4.642

P202

b= 20 cm K203 2.4 2.483 2.979 0.695 0.834

h= 140 cm K204 2.6 1.725 2.243 0.84 1.087

H= 2.5 m K214 3.65 2.826 5.158 0.649 1.185

γ= 2.5 t/m3 K215 4.08 2.132 4.344 0.482 0.981

P203

b= 20 cm K206 2.4 2.483 2.979 0.695 0.834

h= 140 cm K207 2.6 2.769 3.600 0.449 0.584

H= 2.5 m K213 4.08 2.366 4.821 0.587 1.195

γ= 2.5 t/m3 K214 3.65 2.826 5.158 0.649 1.185

N ORMAL KAT K OLON L ARI Ksahanlık N O RMA L K AT KO LONLARI N O RMA L K AT KO LONLARI NOR M AL K A T P E R D ELER İ NOR M AL K A T P E R D ELER İ NOR M AL K A T P E R D ELER İ

(34)

KOLON ÖN BOYUTLARI

β= 0.131.1

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

S1 64.430 16.436 116.499 1.5 1971.53 30 70 2100 KESİT YETERLİ S2 43.338 13.634 82.487 1.5 1395.94 50 50 2500 KESİT YETERLİ S3 62.101 15.114 111.125 1.5 1880.57 30 70 2100 KESİT YETERLİ P1 45.445 8.528 77.268 1.6 1394.8 20 140 2800 KESİT YETERLİ P2 67.681 16.074 120.472 1.4 1902.84 20 140 2800 KESİT YETERLİ P3 76.769 14.957 131.408 1.4 2075.57 20 140 2800 KESİT YETERLİ N<0,75*fcd*Ac Ac=α∗β*Nd/0,75*fcd fcd= TOP.Nd Ac

(35)

NORMAL KAT A-A AKSI G YÜKLEMESİ

K201

G=

2.007 t/m

Va

Vb

3.45 m

Va+Vb=

6.92 t

Va=Vb=

3.46 t

3.462 t

+

3.462 t

+

Mmax= q*l^2/8=

3.0 tm

NORMAL KAT A-A AKSI Q YÜKLEMESİ

K201

Q=

0.48 t/m

Va

Vb

3.45 m

Va+Vb=

1.662 t

Va=Vb=

0.831 t

+

0.831 t

+

Mmax= q*l^2/8=

0.7 tm

(36)

NORMAL KAT B-B AKSI G YÜKLEMESİ

K202

G=

1.720 t/m

Va

Vb

2.6 m

Va+Vb=

4.473 t

Va=Vb=

2.237 t

2.24 t

+

2.237 t

+

Mmax= q*l^2/8=

1.5 tm

NORMAL KAT

K205

G=

1.887 t/m

Va

Vb

2.6 m

Va+Vb=

4.906 t

Va=Vb=

2.453 t

2.45 t

+

2.453 t

+

Mmax= q*l^2/8=

1.6 tm

(37)

NORMAL KAT

K205

Q=

0.358 t/m

Va

Vb

2.6 m

Va+Vb=

1,665*4,8=

0.930 t

Va=Vb=

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

Vb

3.2 m

4.28 m

Va+Vb=

10.270 t

Va=

8.859 t

Vb=

1.411 t

4.599 t

4.26 t

3.27 1.411 t

6.82 tm

0.708 tm

(38)

NORMAL KAT

K216 K217

Q=

0.263 t/m Q=

0.21 t/m

Va

Vb

3.2 m

4.28 m

Va+Vb=

1.738 t

Va=

1.603 t

Vb=

0.134 t

0.763 t

0.84 t

3.635 0.134 t

1.34 tm

0.043 tm

ZEMİN KAT A-A AKSI G YÜKLEMESİ

K101

G=

1.726 t/m

Va

Vb

3.45 m

Va+Vb=

5.956 t

Va=Vb=

2.978 t

+

2.978 t

+

Mmax= q*l^2/8=

2.6 tm

(39)

ZEMİN KAT A-A AKSI Q YÜKLEMESİ

K101

Q=

0.43 t/m

Va

Vb

3.45 m

Va+Vb=

1.466 t

Va=Vb=

0.733 t

+

0.733 t

+

Mmax= q*l^2/8=

0.6 tm

ZEMİN KAT

K106

G=

1.948 t/m

Va

Vb

2.6 m

Va+Vb=

5.064 t

Va=Vb=

2.532 t

+

2.532 t

+

Mmax= q*l^2/8=

1.6 tm

(40)

ZEMİN KAT

K106

Q=

0.358 t/m

Va

Vb

2.6 m

Va+Vb=

0.930 t

Va=Vb=

0.465 t

+

0.465 t

+

Mmax= q*l^2/8=

0.3 tm

ZEMİN KAT

K118 K119

G=

1.331 t/m G=

1.2 t/m

Va

Vb

1.6 m

4.28 m

Va+Vb=

7.25 t

Va=

5.09 t

Vb=

2.16 t

2.96 t

2.13 t

2.47 2.16 t

1.7 tm

1.95 tm

(41)

ZEMİN KAT

K118 K119

Q=

0.26 t/m Q=

0.11 t/m

Va

Vb

1.6 m

4.28 m

Va+Vb=

0.87 t

Va=

0.72 t

Vb=

0.15 t

0.303 t

0.42 t

2.886 0.146 t

0.34 tm

0.101 tm

(42)

ZEMİN KAT 2-2 AKSI CROSS HESABI

G YÜKLEMESİ

Pg= 2.978t Pg G= 0.938t/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 P101 S102 0.5 S102 0.5 Durum bw t L h b b/bw t/h β 1. Kiriş 2 0.25 0.14 3.23 0.5 0.44 2 0.28 1.35 2. Kiriş 1 0.25 0.15 3.85 0.5 0.71 3 0.29 1.55 3. Kiriş 2 0.25 0.14 3.23 0.5 0.44 2 0.28 1.35

Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon Konsol

Atalet Momenti 0.05 0 0.01 0 0.01 0 0.05

h1 h2 L1 L2 L1 Lsol (k) Lsağ (k)

3 4 3.23 3.85 3.23 3.08 3.08

ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARI

Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş

1 Düğümü 0.02 0.01 0 0.03 1 Düğümü 0.55 0.41 0.04

2 Düğümü 0 0 0 0 0.01 2 Düğümü 0.34 0.25 0.21 0.2

3 Düğümü 0 0 0 0 0.01 3 Düğümü 0.34 0.25 0.2 0.21

4 Düğümü 0.02 0.01 0 0.03 4 Düğümü 0.55 0.41 0.04

Sol Konsol 1. Kiriş 2. Kiriş 3. Kiriş Sağ Konsol

Mg1sol -13.59 1.16 Mg23 = - Mg32 = 2.72 Mg12 = - Mg21 = 1.16 Mg4sağ 13.59 Md1sol -13.59 Md12 = - Md21 = 1.16 Md23 = - Md32 = 2.72 Md12 = - Md21 = 1.16 Md4sağ 13.59

Ma1 = 0.58 Ma2 = 1.36 Ma3 = 0.58

V12 = V21 = 2.16 V23 = V32 = 4.23 V34 = V43 = 2.16 Mkü 6.91 -0.66 0.66 -6.91 1 Dk kü 0.55 0.34 0.34 0.55 2 Dağ. Kat. 0.04 0.21 0.2 0.2 0.21 0.04 3 Mg -13.59 1.16 -1.16 2.72 -2.72 1.16 -1.16 13.59 4 Md -13.59 1.16 0.58 -1.16 2.72 1.36 -2.72 1.16 0.58 -1.16 13.59 5 Taşıma -0.16 0.24 0.16 -0.16 -0.24 0.16 6 Toplama -13.59 1 -0.09 -0.92 2.87 0.09 -2.87 0.92 -0.15 -1 13.59 7 Dengele 0.49 -0.15 -0.41 -0.4 0.09 0.4 0.41 -0.09 -0.49 8 M max -13.59 1.49 0.35 -1.33 2.48 1.55 -2.48 1.33 0.35 -1.49 13.59 9 D.k. ka. 0.41 0.25 0.25 0.41 10 M. Ka 5.18 -0.49 0.49 -5.18 11 Vo 2.16 2.16 4.23 4.23 2.16 2.16 12 0.05 -0.05 0 0 -0.05 0.05 13 V 5.86 2.21 2.11 4.23 4.23 2.11 2.21 5.86 14 Vd 5.74 1.42 1.15 2.65 2.65 1.15 1.42 5.74 15 SİSTEM AÇIKLIKLARI (m) Toplam (m3₎

ANKASTRELİK MOMENTLERİ (ton metre)

Mg12 = - Mg21 =

(43)

ZEMİN KAT 2-2 AKSI CROSS HESABI

Q YÜKLEMESİ

Pq= 0.733t Pg Q= 0t/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 P101 S102 0.5 S102 0.5 Durum bw t L h b b/bw t/h β 1. Kiriş 2 0.25 0.14 3.23 0.5 0.44 2 0.28 1.35 2. Kiriş 1 0.25 0.15 3.85 0.5 0.71 3 0.29 1.55 3. Kiriş 2 0.25 0.14 3.23 0.5 0.44 2 0.28 1.35

Atalet Momenti 0.05 0 0.01 0 0.01 0 0.05

SİSTEM AÇIKLIKLARI

3 4 3.23 3.85 3.23 3.08 3.08

ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARI

Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş

1 Düğümü 0.02 0.01 0 0.03 1 Düğümü 0.55 0.41 0.04

2 Düğümü 0 0 0 0 0.01 2 Düğümü 0.34 0.25 0.21 0.2

3 Düğümü 0 0 0 0 0.01 3 Düğümü 0.34 0.25 0.2 0.21

4 Düğümü 0.02 0.01 0 0.03 4 Düğümü 0.55 0.41 0.04

Ma1 = 0.09 Ma2 = 0.63 Ma3 = 0.09

V12 = V21 = 0.34 V23 = V32 = 1.97 V34 = V43 = 0.34 Mkü 1.2 -0.41 0.41 -1.2 1 Dk kü 0.55 0.34 0.34 0.55 2 Dağ. Kat. 0.04 0.21 0.2 0.2 0.21 0.04 3 Mg -2.25 0.18 -0.18 1.26 -1.26 0.18 -0.18 2.25 4 Md -2.25 0.18 0.09 -0.18 1.26 0.63 -1.26 0.18 0.09 -0.18 2.25 5 Taşıma -0.11 0.04 0.11 -0.11 -0.04 0.11 6 Toplama -2.25 0.07 -0.06 -0.14 1.37 0.07 -1.37 0.14 -0.02 -0.07 2.25 7 Dengele 0.09 -0.02 -0.26 -0.25 0.07 0.25 0.26 -0.06 -0.09 8 M max -2.25 0.16 0.01 -0.4 1.12 0.76 -1.12 0.4 0.01 -0.16 2.25 9 D.k. ka. 0.41 0.25 0.25 0.41 10 M. Ka 0.9 -0.31 0.31 -0.9 11 Vo 0.34 0.34 1.97 1.97 0.34 0.34 12 -0.08 0.08 0 0 0.08 -0.08 13 V 0.73 0.27 0.42 1.97 1.97 0.42 0.27 0.73 14 Vd 0.73 0.14 0.27 1.23 1.23 0.27 0.14 0.73 15

Mg12 = - Mg21 =

(44)

ZEMİN KAT 3-3 AKSI CROSS HESABI

G YÜKLEMESİ

Pg= 2.978 t Pg= 2.978 t G= 1.134t/m G= 1.727 t/m G= 2.231 t/m G= 1.467 t/m G= 0.94 t/m Pg= 2.532 t K114 K115 K116 K117 K111 0.3 0.3 S103 0.7 1.4 1.4 0.7 S101 P103 0.2 P102 0.2 Durum bw t L h b b/bw t/h β 1. Kiriş 1 0.25 0.14 4.08 0.5 0.74 3 0.28 1.55 2. Kiriş 2 0.25 0.14 3.65 0.5 0.47 2 0.28 1.35 3. Kiriş 2 0.25 0.14 4.08 0.5 0.49 2 0.28 1.37

Atalet Momenti 0.01 0 0 0 0 0 0.01

3 4 4.08 3.65 4.08 3.08 3.08

1 Düğümü 0 0 0 0.01 1 Düğümü 0.48 0.36 0.17

2 Düğümü 0 0 0 0 0 2 Düğümü 0.12 0.09 0.4 0.39

3 Düğümü 0 0 0 0 0 3 Düğümü 0.13 0.1 0.4 0.37

4 Düğümü 0 0 0 0.01 4 Düğümü 0.49 0.36 0.15

Ma1 = 1.19 Ma2 = 1.82 Ma3 = 1.01

V12 = V21 = 3.52 V23 = V32 = 5.34 V34 = V43 = 2.99 Mkü 5.9 -0.32 0.35 -5.76 1 Dk kü 0.48 0.12 0.13 0.49 2 Dağ. Kat. 0.17 0.4 0.39 0.4 0.37 0.15 3 Mg -14.52 2.39 -2.39 3.63 -3.63 2.03 -2.03 13.59 4 Md -14.52 2.39 1.19 -2.39 3.63 1.82 -3.63 2.03 1.01 -2.03 13.59 5 Taşıma -0.25 1 0.32 -0.24 -0.86 0.29 6 Toplama -14.52 2.14 -0.14 -1.39 3.96 0.22 -3.87 1.17 -0.59 -1.74 13.59 7 Dengele 2.05 -0.7 -1.02 -0.99 0.17 1.09 0.99 -0.17 -1.77 8 M max -14.52 4.19 0.35 -2.41 2.97 2.21 -2.78 2.16 0.26 -3.5 13.59 9 D.k. ka. 0.36 0.09 0.1 0.36 10 M. Ka 4.43 -0.24 0.26 -4.32 11 Vo 3.52 3.52 5.34 5.34 2.99 2.99 12 0.44 -0.44 0.05 -0.05 -0.33 0.33 13 V 6.47 3.96 3.08 5.39 5.29 2.66 3.32 5.86 14 Vd 6.07 2.54 2.1 4.12 4.01 1.82 2.11 5.53 15

Mg12 = - Mg21 =

(45)

ZEMİN KAT 3-3 AKSI CROSS HESABI

Q YÜKLEMESİ

Pq= 0.733t Pq= 0.733t Q= 0.864t/m Q= 0.318 t/m Q= 0.518 t/m Q= 0.213 t/m Q= 0 Pq= 0.465t K114 K115 K116 K117 K111 0.3 0.3 S103 0.7 1.4 1.4 0.7 S101 P103 0.2 P102 0.2 Durum bw t L h b b/bw t/h β 1. Kiriş 1 0.25 0.14 4.08 0.5 0.74 3 0.28 1.55 2. Kiriş 2 0.25 0.14 3.65 0.5 0.47 2 0.28 1.35 3. Kiriş 2 0.25 0.14 4.08 0.5 0.49 2 0.28 1.37

Atalet Momenti 0.01 0 0 0 0 0 0.01

3 4 4.08 3.65 4.08 3.08 3.08

1 Düğümü 0 0 0 0.01 1 Düğümü 0.48 0.36 0.17

2 Düğümü 0 0 0 0 0 2 Düğümü 0.12 0.09 0.4 0.39

3 Düğümü 0 0 0 0 0 3 Düğümü 0.13 0.1 0.4 0.37

4 Düğümü 0 0 0 0.01 4 Düğümü 0.49 0.36 0.15

Ma1 = 0.22 Ma2 = 0.39 Ma3 = 0.15

V12 = V21 = 0.65 V23 = V32 = 1.18 V34 = V43 = 0.43 Mkü 2.85 -0.12 0.09 -1 1 Dk kü 0.48 0.12 0.13 0.49 2 Dağ. Kat. 0.17 0.4 0.39 0.4 0.37 0.15 3 Mg -6.34 0.44 -0.44 0.79 -0.79 0.3 -0.3 2.25 4 Md -6.34 0.44 0.22 -0.44 0.79 0.39 -0.79 0.3 0.15 -0.3 2.25 5 Taşıma -0.07 0.49 0.1 -0.07 -0.15 0.09 6 Toplama -6.34 0.37 -0.04 0.05 0.89 0.07 -0.85 0.15 -0.1 -0.2 2.25 7 Dengele 0.99 -0.34 -0.37 -0.36 0.05 0.28 0.26 -0.05 -0.31 8 M max -6.34 1.36 -0.16 -0.32 0.53 0.51 -0.57 0.41 0 -0.51 2.25 9 D.k. ka. 0.36 0.09 0.1 0.36 10 M. Ka 2.14 -0.09 0.07 -0.75 11 Vo 0.65 0.65 1.18 1.18 0.43 0.43 12 0.25 -0.25 -0.01 0.01 -0.03 0.03 13 V 3.39 0.9 0.39 1.17 1.19 0.41 0.46 0.73 14 Vd 3.09 0.64 0.21 0.87 0.89 0.29 0.28 0.73 15

Mg12 = - Mg21 =

(46)

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 P101 S101 0.25 S101 0.25 Durum bw t L h b b/bw t/h β 1. Kiriş 0 0.25 0.14 2.75 0.5 0.63 3 0.28 1.35 2. Kiriş 2 0.25 0.14 3.18 0.5 0.58 2 0.28 1 3. Kiriş 2 0.25 0.14 2.75 0.5 0.63 3 0.28 1.35

Atalet Momenti 0 0 0 0 0 0 0

h1 h2 L1 L2 L1 Lsol (k) Lsağ (k) 3 3.5 2.75 3.18 2.75

1 Düğümü 0 0 0 0 1 Düğümü 0.21 0.18 0.61

2 Düğümü 0 0 0 0 0 2 Düğümü 0.07 0.06 0.53 0.34

3 Düğümü 0 0 0 0 0 3 Düğümü 0.07 0.06 0.34 0.53

4 Düğümü 0 0 0 0 4 Düğümü 0.21 0.18 0.61

1. Kiriş 2. Kiriş 3. Kiriş

1.14 Mg23 = - Mg32 = 1.45 Mg12 = - Mg21 = 1.14 Md12 = - Md21 = 1.14 Md23 = - Md32 = 1.45 Md12 = - Md21 = 1.14

Ma1 = 0.57 Ma2 = 0.72 Ma3 = 0.57

V12 = V21 = 2.48 V23 = V32 = 2.73 V34 = V43 = 2.48 Mkü -0.22 0 0 0.22 1 Dk kü 0.21 0.07 0.07 0.21 2 Dağ. Kat. 0.61 0.53 0.34 0.34 0.53 0.61 3 Mg 1.14 -1.14 1.45 -1.45 1.14 -1.14 4 Md 1.14 0.57 -1.14 1.45 0.72 -1.45 1.14 0.57 -1.14 5 Taşıma -0.08 -0.35 0.05 -0.05 0.35 0.08 6 Toplama 1.05 -0.07 -1.48 1.5 0.04 -1.5 1.48 0.26 -1.05 7 Deng. -0.64 0.26 -0.01 -0.01 0.04 0.01 0.01 -0.07 0.64 8 M max 0.41 0.77 -1.49 1.49 0.79 -1.49 1.49 0.77 -0.41 9 D.k. ka. 0.18 0.06 0.06 0.18 10 M. Ka -0.19 0 0 0.19 11 Vo 2.48 2.48 2.73 2.73 2.48 2.48 12 -0.39 0.39 0 0 0.39 -0.39 13 V 2.09 2.87 2.73 2.73 2.87 2.09 14 Vd 0.88 1.8 1.71 1.71 1.8 0.88 15

Mg12 = - Mg21 =

(47)

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 P101 S101 0.25 S101 0.25 Durum bw t L h b b/bw t/h β 1. Kiriş 2 0.25 0.14 2.75 0.5 0.42 2 0.28 1.35 2. Kiriş 0.25 3.18 0.5 1 3. Kiriş 2 0.25 0.14 2.75 0.5 0.42 2 0.28 1.35 Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon Konsol

Atalet Momenti 0 0 0 0 0 0 0

3 4 2.75 3.18 2.75

1 Düğümü 0 0 0 0 1 Düğümü 0.22 0.16 0.62

2 Düğümü 0 0 0 0 0 2 Düğümü 0.07 0.05 0.53 0.34

3 Düğümü 0 0 0 0 0 3 Düğümü 0.07 0.05 0.34 0.53

4 Düğümü 0 0 0 0 4 Düğümü 0.22 0.16 0.62

0.44 Mg23 = - Mg32 = 0 Mg12 = - Mg21 = 0.44 Md12 = - Md21 = 0.44 Md23 = - Md32 = 0 Md12 = - Md21 = 0.44

Ma1 = 0.22 Ma2 = 0 Ma3 = 0.22

V12 = V21 = 0.95 V23 = V32 = 0 V34 = V43 = 0.95 Mkü -0.12 0.05 -0.05 0.12 1 Dk kü 0.22 0.07 0.07 0.22 2 Dağ. Kat. 0.62 0.53 0.34 0.34 0.53 0.62 3 Mg 0.44 -0.44 0 0 0.44 -0.44 4 Md 0.44 0.22 -0.44 0 0 0 0.44 0.22 -0.44 5 Taşıma 0.12 -0.14 -0.07 0.07 0.14 -0.12 6 Toplama 0.55 0.09 -0.57 -0.07 -0.05 0.07 0.57 0.1 -0.55 7 Deng. -0.34 0.1 0.34 0.22 -0.05 -0.22 -0.34 0.09 0.34 8 M max 0.21 0.42 -0.23 0.15 -0.1 -0.15 0.23 0.42 -0.21 9 D.k. ka. 0.16 0.05 0.05 0.16 10 M. Ka -0.09 0.04 -0.04 0.09 11 Vo 0.95 0.95 0 0 0.95 0.95 12 -0.01 0.01 0 0 0.01 -0.01 13 V 0.95 0.96 0 0 0.96 0.95 14 Vd 0.48 0.55 0 0 0.55 0.48 15

Mg12 = - Mg21 =

(48)

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 S102 P102 0.25 P102 0.25 Durum bw t L h b b/bw t/h β 1. Kiriş 1 0.25 0.14 2.75 0.5 0.58 2 0.28 1.55 2. Kiriş 1 0.25 0.14 3.18 0.5 0.63 3 1.35 3. Kiriş 1 0.25 0.14 2.75 0.5 0.58 2 0.28 1.55

Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon Konsol Atalet Momenti 1.33 2.29 0.52 3.05 0.52 2.29 1.33

1 Düğümü 0.44 0.38 0.83 1.66 1 Düğümü 0.27 0.23 0.5

2 Düğümü 0.17 0.15 0.83 0.96 2.11 2 Düğümü 0.08 0.07 0.39 0.45 3 Düğümü 0.17 0.15 0.96 0.83 2.11 3 Düğümü 0.08 0.07 0.45 0.39

4 Düğümü 0.44 0.38 0.83 1.66 4 Düğümü 0.27 0.23 0.5

Ma1 = 0.61 Ma2 = 0.73 Ma3 = 0.61

V12 = V21 = 2.68 V23 = V32 = 2.76 V34 = V43 = 2.68 Mkü -0.32 0 0 0.32 1 Dk kü 0.27 0.08 0.08 0.27 2 Dağ. Kat. 0.5 0.39 0.45 0.45 0.39 0.5 3 Mg 1.23 -1.23 1.46 -1.46 1.23 -1.23 4 Md 1.23 0.61 -1.23 1.46 0.73 -1.46 1.23 0.61 -1.23 5 Taşıma -0.05 -0.31 0.05 -0.05 0.31 0.05 6 Toplama 1.18 -0.03 -1.54 1.51 0.04 -1.51 1.54 0.21 -1.18 7 Deng. -0.59 0.21 0.01 0.01 0.04 -0.01 -0.01 -0.03 0.59 8 M max 0.59 0.8 -1.53 1.52 0.81 -1.52 1.53 0.8 -0.59 9 D.k. ka. 0.23 0.07 0.07 0.23 10 M. Ka -0.27 0 0 0.27 11 Vo 2.68 2.68 2.76 2.76 2.68 2.68 12 -0.34 0.34 0 0 0.34 -0.34 13 V 2.34 3.02 2.76 2.76 3.02 2.34 14 Vd 1.03 1.86 1.73 1.73 1.86 1.03 15

Mg12 = - Mg21 =

(49)

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 S102 P102 0.25 P102 0.25 Durum bw t L h b b/bw t/h β 1. Kiriş 1 0.25 0.14 2.75 0.5 0.58 2 0.28 1.55 2. Kiriş 1 0.25 0.14 3.18 0.5 0.63 3 0.28 1.35 3. Kiriş 1 0.25 0.14 2.75 0.5 0.58 2 0.28 1.55

Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon Konsol Atalet Momenti 1.33 4.04 0.52 3.52 0.52 4.04 1.33

1 Düğümü 0.44 0.38 1.47 2.29 1 Düğümü 0.19 0.17 0.64

2 Düğümü 0.17 0.15 1.47 1.11 2.9 2 Düğümü 0.06 0.05 0.51 0.38 3 Düğümü 0.17 0.15 1.11 1.47 2.9 3 Düğümü 0.06 0.05 0.38 0.51

4 Düğümü 0.44 0.38 1.47 2.29 4 Düğümü 0.19 0.17 0.64

Ma1 = 0.15 Ma2 = 0.16 Ma3 = 0.15

V12 = V21 = 0.65 V23 = V32 = 0.59 V34 = V43 = 0.65 Mkü -0.06 0 0 0.06 1 Dk kü 0.19 0.06 0.06 0.19 2 Dağ. Kat. 0.64 0.51 0.38 0.38 0.51 0.64 3 Mg 0.3 -0.3 0.31 -0.31 0.3 -0.3 4 Md 0.3 0.15 -0.3 0.31 0.16 -0.31 0.3 0.15 -0.3 5 Taşıma 0 -0.09 0 0 0.09 0 6 Toplama 0.29 0 -0.39 0.32 0 -0.32 0.39 0.07 -0.29 7 Deng. -0.19 0.07 0.04 0.03 0 -0.03 -0.04 0 0.19 8 M max 0.11 0.22 -0.35 0.34 0.16 -0.34 0.35 0.22 -0.11 9 D.k. ka. 0.17 0.05 0.05 0.17 10 M. Ka -0.05 0 0 0.05 11 Vo 0.65 0.65 0.59 0.59 0.65 0.65 12 -0.09 0.09 0 0 0.09 -0.09 13 V 0.56 0.74 0.59 0.59 0.74 0.56 14 Vd 0.24 0.46 0.37 0.37 0.46 0.24 15

Mg12 = - Mg21 =

(50)

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 S102 P103 1.4 P103 1.4 Durum bw t L h b b/bw t/h β 1. Kiriş 1 0.25 0.14 2.4 0.5 0.54 2 0.28 1.55 2. Kiriş 2 0.25 0.14 2.6 0.5 0.41 2 0.28 1.35 3. Kiriş 1 0.25 0.14 2.4 0.5 0.54 2 0.28 1.55

Atalet Momenti 0.01 0 0.05 0 0.05 0 0.01

3 4 2.4 2.6 2.4

1 Düğümü 0 0 0 0 1 Düğümü 0.37 0.28 0.36

2 Düğümü 0.02 0.01 0 0 0.03 2 Düğümü 0.51 0.38 0.06 0.05

3 Düğümü 0.02 0.01 0 0 0.03 3 Düğümü 0.51 0.38 0.05 0.06

4 Düğümü 0 0 0 0 4 Düğümü 0.37 0.28 0.36

Ma1 = 0.48 Ma2 = 0.8 Ma3 = 0.48

V12 = V21 = 2.41 V23 = V32 = 3.17 V34 = V43 = 2.41 Mkü -0.35 -0.25 0.25 0.35 1 Dk kü 0.37 0.51 0.51 0.37 2 Dağ. Kat. 0.36 0.06 0.05 0.05 0.06 0.36 3 Mg 0.96 -0.96 1.61 -1.61 0.96 -0.96 4 Md 0.96 0.48 -0.96 1.61 0.8 -1.61 0.96 0.48 -0.96 5 Taşıma -0.02 -0.17 0.01 -0.01 0.17 0.02 6 Toplama 0.95 -0.01 -1.14 1.62 0.01 -1.62 1.14 0.09 -0.95 7 Deng. -0.34 0.09 -0.03 -0.02 0.01 0.02 0.03 -0.01 0.34 8 M max 0.61 0.56 -1.16 1.6 0.82 -1.6 1.16 0.56 -0.61 9 D.k. ka. 0.28 0.38 0.38 0.28 10 M. Ka -0.26 -0.19 0.19 0.26 11 Vo 2.41 2.41 3.17 3.17 2.41 2.41 12 -0.23 0.23 0 0 0.23 -0.23 13 V 2.18 2.64 3.17 3.17 2.64 2.18 14 Vd 0.73 1.45 2.21 2.21 1.45 0.73 15

Mg12 = - Mg21 =

(51)

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= 0.15t K107 K108 K107 0.5 0.5 S102 0.5 0.2 0.2 0.5 S102 P103 1.4 P103 1.4 Durum bw t L h b b/bw t/h β 1. Kiriş 1 0.25 0.14 2.4 0.5 0.54 2 0.28 1.55 2. Kiriş 2 0.25 0.14 2.6 0.5 0.41 2 0.28 1.35 3. Kiriş 1 0.25 0.14 2.4 0.5 0.54 2 0.28 1.55

Atalet Momenti 0.01 0 0.05 0 0.05 0 0.01

3 4 2.4 2.6 2.4

1 Düğümü 0 0 0 0 1 Düğümü 0.37 0.28 0.36

2 Düğümü 0.02 0.01 0 0 0.03 2 Düğümü 0.51 0.38 0.06 0.05

3 Düğümü 0.02 0.01 0 0 0.03 3 Düğümü 0.51 0.38 0.05 0.06

4 Düğümü 0 0 0 0 4 Düğümü 0.37 0.28 0.36

Ma1 = 0.12 Ma2 = 0.1 Ma3 = 0.12

V12 = V21 = 0.58 V23 = V32 = 0.42 V34 = V43 = 0.58 Mkü -0.09 0.04 -0.04 0.09 1 Dk kü 0.37 0.51 0.51 0.37 2 Dağ. Kat. 0.36 0.06 0.05 0.05 0.06 0.36 3 Mg 0.23 -0.23 0.2 -0.2 0.23 -0.23 4 Md 0.23 0.12 -0.23 0.2 0.1 -0.2 0.23 0.12 -0.23 5 Taşıma 0 -0.04 0 0 0.04 0 6 Toplama 0.23 0 -0.27 0.2 0 -0.2 0.27 0.02 -0.23 7 Deng. -0.08 0.02 0 0 0 0 0 0 0.08 8 M max 0.15 0.14 -0.27 0.2 0.1 -0.2 0.27 0.14 -0.15 9 D.k. ka. 0.28 0.38 0.38 0.28 10 M. Ka -0.06 0.03 -0.03 0.06 11 Vo 0.58 0.58 0.42 0.42 0.58 0.58 12 -0.05 0.05 0 0 0.05 -0.05 13 V 0.53 0.63 0.42 0.42 0.63 0.53 14 Vd 0.18 0.34 0.26 0.26 0.34 0.18 15

Mg12 = - Mg21 =

(52)

NORMAL KAT 2-2 AKSI CROSS HESABI

G YÜKLEMESİ

Pg= 3.462t Pg G= 2.13t/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 P201 S202 0.5 S202 0.5 Durum bw t L h b b/bw t/h β 1. Kiriş 2 0.25 0.14 3.23 0.5 0.44 2 0.28 1.38 2. Kiriş 1 0.25 0.14 3.85 0.5 0.71 3 0.27 1.55 3. Kiriş 2 0.25 0.14 3.23 0.5 0.44 2 0.28 1.38

Atalet Momenti 0.05 0 0.01 0 0.01 0 0.05

3 3 3.23 3.85 3.23 1.48 1.48

1 Düğümü 0.02 0.02 0 0.03 1 Düğümü 0.48 0.48 0.04

2 Düğümü 0 0 0 0 0.01 2 Düğümü 0.31 0.31 0.2 0.19

3 Düğümü 0 0 0 0 0.01 3 Düğümü 0.31 0.31 0.19 0.2

4 Düğümü 0.02 0.02 0 0.03 4 Düğümü 0.48 0.48 0.04

Ma1 = 0.87 Ma2 = 1.24 Ma3 = 0.87

V12 = V21 = 3.24 V23 = V32 = 3.86 V34 = V43 = 3.24 Mkü 2.78 -0.28 0.28 -2.78 1 Dk kü 0.48 0.31 0.31 0.48 2 Dağ. Kat. 0.04 0.2 0.19 0.19 0.2 0.04 3 Mg -7.43 1.74 -1.74 2.48 -2.48 1.74 -1.74 7.43 4 Md -7.43 1.74 0.87 -1.74 2.48 1.24 -2.48 1.74 0.87 -1.74 7.43 5 Taşıma -0.07 0.1 0.07 -0.07 -0.1 0.07 6 Toplama -7.43 1.67 -0.04 -1.64 2.55 0.04 -2.55 1.64 -0.06 -1.67 7.43 7 Dengele 0.2 -0.06 -0.18 -0.17 0.04 0.17 0.18 -0.04 -0.2 8 M max -7.43 1.87 0.77 -1.82 2.38 1.32 -2.38 1.82 0.77 -1.87 7.43 9 D.k. ka. 0.48 0.31 0.31 0.48 10 M. Ka 2.78 -0.28 0.28 -2.78 11 Vo 3.24 3.24 3.86 3.86 3.24 3.24 12 0.02 -0.02 0 0 -0.02 0.02 13 V 6.61 3.25 3.22 3.86 3.86 3.22 3.25 6.61 14 Vd 6.34 2.06 1.78 2.42 2.42 1.78 2.06 6.34 15

Mg12 = - Mg21 =

(53)

NORMAL KAT 2-2 AKSI CROSS HESABI

Q YÜKLEMESİ

Pq= 0.831 t Pq Q= 0.48 t/m Q= 0.48 t/m Q= 1.023 t/m Q= 0.48 t/m Q= K209 K210 K211 K210 K209 0.2 0.2 P201 1.4 0.5 0.5 1.4 P201 S202 0.5 S202 0.5 Durum bw t L h b b/bw t/h β 1. Kiriş 2 0.25 0.14 3.23 0.5 0.44 2 0.28 1.38 2. Kiriş 1 0.25 0.14 3.85 0.5 0.71 3 0.27 1.55 3. Kiriş 2 0.25 0.14 3.23 0.5 0.44 2 0.28 1.38

Atalet Momenti 0.05 0 0.01 0 0.01 0 0.05

3 3 3.23 3.85 3.23 1.48 1.48

1 Düğümü 0.02 0.02 0 0.03 1 Düğümü 0.48 0.48 0.04

2 Düğümü 0 0 0 0 0.01 2 Düğümü 0.31 0.31 0.2 0.19

3 Düğümü 0 0 0 0 0.01 3 Düğümü 0.31 0.31 0.19 0.2

4 Düğümü 0.02 0.02 0 0.03 4 Düğümü 0.48 0.48 0.04

Ma1 = 0.21 Ma2 = 0.63 Ma3 = 0.21

V12 = V21 = 0.78 V23 = V32 = 1.97 V34 = V43 = 0.78 Mkü 0.68 -0.29 0.29 -0.68 1 Dk kü 0.48 0.31 0.31 0.48 2 Dağ. Kat. 0.04 0.2 0.19 0.19 0.2 0.04 3 Mg -1.75 0.42 -0.42 1.26 -1.26 0.42 -0.42 1.75 4 Md -1.75 0.42 0.21 -0.42 1.26 0.63 -1.26 0.42 0.21 -0.42 1.75 5 Taşıma -0.08 0.02 0.08 -0.08 -0.02 0.08 6 Toplama -1.75 0.33 -0.04 -0.39 1.34 0.05 -1.34 0.39 -0.01 -0.33 1.75 7 Dengele 0.05 -0.01 -0.19 -0.18 0.05 0.18 0.19 -0.04 -0.05 8 M max -1.75 0.38 0.15 -0.58 1.17 0.73 -1.17 0.58 0.15 -0.38 1.75 9 D.k. ka. 0.48 0.31 0.31 0.48 10 M. Ka 0.68 -0.29 0.29 -0.68 11 Vo 0.78 0.78 1.97 1.97 0.78 0.78 12 -0.06 0.06 0 0 0.06 -0.06 13 V 1.54 0.72 0.84 1.97 1.97 0.84 0.72 1.54 14 Vd 1.48 0.43 0.49 1.23 1.23 0.49 0.43 1.48 15

Mg12 = - Mg21 =

(54)

NORMAL KAT 3-3 AKSI CROSS HESABI

G YÜKLEMESİ

Pg= 3.462t Pg 3.462 t G= 2.329t/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 S201 P203 0.2 P202 0.2 Durum bw t L h b b/bw t/h β 1. Kiriş 1 0.25 0.13 4.08 0.5 0.74 3 0.26 1.55 2. Kiriş 2 0.25 0.12 3.65 0.5 0.47 2 0.24 1.35 3. Kiriş 2 0.25 0.14 4.08 0.5 0.49 2 0.28 1.38

Atalet Momenti 0.01 0 0 0 0 0 0.01

3 3 4.08 3.65 4.08 1.48 1.48

1 Düğümü 0 0 0 0.01 1 Düğümü 0.43 0.43 0.15

2 Düğümü 0 0 0 0 0 2 Düğümü 0.12 0.12 0.38 0.37

3 Düğümü 0 0 0 0 0 3 Düğümü 0.13 0.13 0.39 0.36

4 Düğümü 0 0 0 0.01 4 Düğümü 0.43 0.43 0.13

Ma1 = 1.64 Ma2 = 1.74 Ma3 = 1.48

V12 = V21 = 4.82 V23 = V32 = 5.12 V34 = V43 = 4.34 Mkü 1.88 -0.08 0.08 -1.98 1 Dk kü 0.43 0.12 0.13 0.43 2 Dağ. Kat. 0.15 0.38 0.37 0.39 0.36 0.13 3 Mg -7.64 3.27 -3.27 3.49 -3.49 2.95 -2.95 7.43 4 Md -7.64 3.27 1.64 -3.27 3.49 1.74 -3.49 2.95 1.48 -2.95 7.43 5 Taşıma -0.04 0.32 0.1 -0.04 -0.3 0.1 6 Toplama -7.64 3.23 -0.02 -2.95 3.59 0.07 -3.53 2.65 -0.2 -2.85 7.43 7 Dengele 0.65 -0.22 -0.25 -0.24 0.03 0.34 0.31 -0.05 -0.61 8 M max -7.64 3.88 1.39 -3.2 3.35 1.84 -3.19 2.96 1.22 -3.47 7.43 9 D.k. ka. 0.43 0.12 0.13 0.43 10 M. Ka 1.88 -0.08 0.08 -1.98 11 Vo 4.82 4.82 5.12 5.12 4.34 4.34 12 0.17 -0.17 0.05 -0.05 -0.12 0.12 13 V 6.9 4.99 4.65 5.17 5.07 4.22 4.47 6.61 14 Vd 6.08 3.05 3.3 3.95 3.84 3.01 2.72 5.86 15

Mg12 = - Mg21 =

(55)

NORMAL KAT 3-3 AKSI CROSS HESABI

Q YÜKLEMESİ

Pq= 0.831t Pq= 0.83t Q= 0.613t/m Q= 0.59 t/m Q= 0.518 t/m Q= 0.48 t/m Q= 0.48t/m Pq= 0.465t K212 K213 K214 K215 K209 0.3 0.3 S203 0.7 1.4 1.4 0.7 S201 P203 0.2 P202 0.2 Durum bw t L h b b/bw t/h β 1. Kiriş 1 0.25 0.13 4.08 0.5 0.74 3 0.26 1.55 2. Kiriş 2 0.25 0.12 3.65 0.5 0.47 2 0.24 1.35 3. Kiriş 2 0.25 0.14 4.08 0.5 0.49 2 0.28 1.38

Atalet Momenti 0.01 0 0 0 0 0 0.01

3 3 4.08 3.65 4.08 1.48 1.48

1 Düğümü 0 0 0 0.01 1 Düğümü 0.43 0.43 0.15

2 Düğümü 0 0 0 0 0 2 Düğümü 0.12 0.12 0.38 0.37

3 Düğümü 0 0 0 0 0 3 Düğümü 0.13 0.13 0.39 0.36

4 Düğümü 0 0 0 0.01 4 Düğümü 0.43 0.43 0.13

Ma1 = 0.41 Ma2 = 0.39 Ma3 = 0.33

V12 = V21 = 1.2 V23 = V32 = 1.18 V34 = V43 = 0.98 Mkü 0.46 -0.01 0.02 -0.48 1 Dk kü 0.43 0.12 0.13 0.43 2 Dağ. Kat. 0.15 0.38 0.37 0.39 0.36 0.13 3 Mg -1.89 0.81 -0.81 0.79 -0.79 0.67 -0.67 1.75 4 Md -1.89 0.81 0.41 -0.81 0.79 0.39 -0.79 0.67 0.33 -0.67 1.75 5 Taşıma 0 0.08 0.02 0 -0.07 0.02 6 Toplama -1.89 0.82 0 -0.73 0.81 0.02 -0.78 0.59 -0.05 -0.65 1.75 7 Dengele 0.16 -0.06 -0.03 -0.03 0 0.07 0.07 -0.01 -0.15 8 M max -1.89 0.98 0.35 -0.76 0.78 0.41 -0.71 0.66 0.27 -0.79 1.75 9 D.k. ka. 0.43 0.12 0.13 0.43 10 M. Ka 0.46 -0.01 0.01 -0.48 11 Vo 1.2 1.2 1.18 1.18 0.98 0.98 12 0.05 -0.05 0.02 -0.02 -0.03 0.03 13 V 1.73 1.25 1.14 1.2 1.16 0.95 1.01 1.54 14 Vd 1.52 0.77 0.81 0.9 0.86 0.67 0.62 1.37 15

Mg12 = - Mg21 =