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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)
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
Tesfiye Betonu + Şap (g=2,2 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
Tesfiye Betonu + Şap (g=2,2 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
hfmin=lxn/(15+20/m)*(1-ap/4)çift yönlü döşemetabaka kalınlığı= 14 cm alınır
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
hfmin=lxn/(15+20/m)*(1-ap/4)çift yönlü döşemetabaka kalınlığı= 14 cm alınır
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
260 Sehim Şartı:DURUM 6U hfmin= 3.166667 < 14
g q Pd0.496 0.2 1.0144
t= 14
ap hfmin
ap hfmin
ap hfmin
ap hfmin
DD105 DÖŞEMESİ 4 Mozayik Kaplı Düşük Döşeme
24
0
lxn lyn lx ly m ap215 235 240 260 1.08333333 0 6.425287356
hfmin=lxn/(15+20/m)*(1-ap/4)çift yönlü döşemetabaka kalınlığı= 14 cm alınır
260 Sehim Şartı:DURUM 7 hfmin= 6.425287 < 14
g q Pd1.028 0.35 1.9992
t= 14
D106 DÖŞEMELERİ 1 Mozayik Kaplı Döşeme
42
7.5
lxn lyn lx ly m ap320 402.5 345 427.5 1.23913043 0.5 8.991549296
hfmin=lxn/(15+20/m)*(1-ap/4)çift yönlü döşemetabaka kalınlığı= 14 cm alınır
345 Sehim Şartı:DURUM 3 hfmin= 8.991549 < 14
g q Pd0.496 0.2 1.0144
t= 14
D107 DÖŞEMELERİ 1 Mozayik Kaplı Döşeme
42
7.5
lxn lyn lx ly m ap105 402.5 130 427.5 3.28846154 0 3.5
hfmin=lxn/30tek yönlü döşemetabaka kalınlığı= 14 cm alınır
130 Sehim Şartı:DURUM 4 hfmin= 3.5 < 14
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
D201 DÖŞEMELERİ 1 Mozayik Kaplı Döşeme
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
D202 DÖŞEMELERİ 1 Mozayik Kaplı Döşeme
36
0
lxn lyn lx ly m320 335 345 360 1.04347826 0.744680851 7.62221069
hfmin=lxn/(15+20/m)*(1-ap/4)çift yönlü döşemetabaka kalınlığı= 12 cm alınır
345 Sehim Şartı:DURUM 2U hfmin= 9.142857 < 12
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
hfmin=lxn/30tek yönlü döşemetabaka kalınlığı= 12 cm alınır
260 Sehim Şartı:DURUM 6U hfmin= 3.166667 < 12
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
hfmin=lxn/(15+20/m)*(1-ap/4)çift yönlü döşemetabaka kalınlığı= 12 cm alınır
260 Sehim Şartı:DURUM 7 hfmin= 6.142857 < 12
g q Pd0.978 0.35 1.9292
t= 12
ap hfmin
ap hfmin
ap hfmin
hfmin
D205 DÖŞEMELERİ 1 Mozayik Kaplı Döşeme
74
7.5
lxn lyn lx ly m ap320 722.5 345 747.5 2.16666667 0 10.66666667
hfmin=lxn/30tek yönlü döşemetabaka kalınlığı= 12 cm alınır
345 Sehim Şartı:DURUM 3 hfmin= 12.8 < 12
g q Pd0.496 0.2 1.0144
t= 14
D206 DÖŞEMELERİ 1 Mozayik Kaplı Döşeme
42
7.5
lxn lyn lx ly m ap105 402.5 130 427.5 3.28846154 0 3.5
hfmin=lxn/30tek yönlü döşemetabaka kalınlığı= 12 cm alınır
130 Sehim Şartı:DURUM 4 hfmin= 3.5 < 12
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
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
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K102Zati ağırlık 0.3125
DD101 0.91375 0.425D102 0.5769 0.2683
TOPLAM 1.80317 0.6933
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K103Zati ağırlık 0.3125
Duvar 0.2Merdiven 1.20795654786104 0.748125
TOPLAM 1.72045654786104 0.748125
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K104
Zati ağırlık 0.3125Duvar 0.5D102 0.5769 0.2683D103 0.529067 0.213333
TOPLAM 1.91848 0.481667
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K105Zati ağırlık 0.3125Merdiven 1.22 0.748125
D104 0.21887100591716 0.0882544378698225TOPLAM 1.74720369970955 0.836379437869823
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K106
Zati ağırlık 0.3125Duvar 0.625D104 0.21887100591716 0.0882544378698225
DD105 0.791225443786982 0.269386094674556TOPLAM 1.94759644970414 0.357640532544379
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K107
Zati ağırlık 0.3125Duvar 0.5D103 0.529067 0.213333D106 0.665466666666667 0.268333333333333
TOPLAM 2.00703333333333 0.481666666666667
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K108
Zati ağırlık 0.3125Duvar 0.5K119 2.41077375 0.2113125
DD105 0.791225443786982 0.269386094674556TOPLAM 4.01449919378698 0.480698594674556
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K109Zati ağırlık 0.3125
D106 0.665466666666667 0.268333333333333DD101 0.91375 0.2683
TOPLAM 1.89171666666667 0.536666666666667
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K110
Zati ağırlık 0.3125Duvar 0.5B102 0.597168 0.429K119 2.41077375 0.2113125
TOPLAM 3.82044175 0.6403125
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K111Zati ağırlık 0.3125
Duvar 0.625 K101 2.97778125 0.733125
TOPLAM 3.91528125 0.733125
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K112Zati ağırlık 0.3125
Duvar 0.5D106 0.529066666666667 0.213333333333333
TOPLAM 1.34156666666667 0.213333333333333
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K113
Zati ağırlık 0.3125Duvar 0.5D103 0.553866666666667 0.223333333333333B101 0.8336 0.8
TOPLAM 2.19996666666667 1.02333333333333
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K114
Zati ağırlık 0.3125Duvar 0.625B102 0.196875 0.13125K101 2.97778125 0.733125
TOPLAM 4.11215625 0.864375
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K115
Zati ağırlık 0.3125Duvar 0.625D107 0.2604 0.105D106 0.529066666666667 0.213333333333333
TOPLAM 1.72696666666667 0.318333333333333
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K116
Zati ağırlık 0.3125Duvar 0.5K106 2.28842582840237 0.420227625739645D103 0.553866666666667 0.223333333333333
DD105 0.864827810650888 0.294445266272189TOPLAM 4.51962030571992 0.938006225345168
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K117Zati ağırlık 0.3125
Duvar 0.625D102 0.529066666666667 0.213333333333333
TOPLAM 1.46656666666667 0.213333333333333
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K118Zati ağırlık 0.3125
Duvar 0.625B102 0.39375 0.2625
TOPLAM 1.33125 0.2625
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K119Zati ağırlık 0.3125
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
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 1.91848333333333 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
G (ÖLÜ YÜK) Q(HAREKETLİ)
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
G (ÖLÜ YÜK) Q(HAREKETLİ)
P101 ELEMAN KİRİŞ BOYU (m) KİRİŞ YÜKÜ (t/m) Ng (t) KİRİŞ YÜKÜ (t/m) Nq (t)KOLON ZATİ AĞIRLIĞI= 2.45
b= 20 cm K102 3.45 1.80317 3.1104625 0.6933333333333 1.196h= 140 cm K111 3.2 3.91528125 12.5289 0.733125 2.346H= 3.5 m K112 3.225 1.34156666666667 2.16327625 0.2133333333333 0.344g= 2.5 t/m3 KAT TOPLAMI 20.25263875 3.886
G (ÖLÜ YÜK) Q(HAREKETLİ)
P102 ELEMAN KİRİŞ BOYU (m) KİRİŞ YÜKÜ (t/m) Ng (t) KİRİŞ YÜKÜ (t/m) Nq (t)KOLON ZATİ AĞIRLIĞI= 2.45
b= 20 cm K104 2.4 1.91848 2.30218 0.481667 0.578h= 140 cm K105 2.6 1.74720369970955 2.2713648096 0.8363794378698 1.087293H= 3.5 m K116 3.65 4.51962030571992 8.2483070579 0.9380062253452 1.711861g= 2.5 t/m3 K117 4.075 1.46656666666667 2.9881295833 0.2133333333333 0.434667
KAT TOPLAMI 18.259981451 3.811821
G (ÖLÜ YÜK) Q(HAREKETLİ)
P103 ELEMAN KİRİŞ BOYU (m) KİRİŞ YÜKÜ (t/m) Ng (t) KİRİŞ YÜKÜ (t/m) Nq (t)KOLON ZATİ AĞIRLIĞI= 2.45
b= 20 cm K107 2.4 2.00703333333333 2.40844 0.4816666666667 0.578h= 140 cm K108 2.6 4.01449919378698 5.2188489519 0.4806985946746 0.624908H= 3.5 m K115 4.075 1.72696666666667 3.5186945833 0.3183333333333 0.648604g= 2.5 t/m3 K116 3.65 4.51962030571992 8.2483070579 0.9380062253452 1.711861
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
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K201Zati ağırlık 0.3125
Duvar 0.5D201 1.19453333333333 0.481666666666667
TOPLAM 2.00703333333333 0.481666666666667
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K202Zati ağırlık 0.3125
Duvar 0.2Merdiven 1.208 0.748125
TOPLAM 1.72045654786104 0.748125
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K203
Zati ağırlık 0.3125Duvar 0.5D201 1.19453333333333 0.481666666666667D202 0.475733333333333 0.213333333333333
TOPLAM 2.48276666666667 0.695
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K204Zati ağırlık 0.3125Merdiven 1.216 0.748125
D203 0.196807396449704 0.0882544378698225TOPLAM 1.7251400902421 0.836379437869823
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K205
Zati ağırlık 0.3125Duvar 0.625D203 0.196807396449704 0.0882544378698225
DD204 0.752741715976331 0.269386094674556TOPLAM 1.88704911242604 0.357640532544379
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K206
Zati ağırlık 0.3125Duvar 0.5D202 0.475733333333333 0.213333333333333D205 1.19453333333333 0.481666666666667
TOPLAM 2.48276666666667 0.695
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K207
Zati ağırlık 0.3125Duvar 0.5K217 1.20390319148936 0.179840425531915
DD204 0.752741715976331 0.269386094674556TOPLAM 2.76914490746569 0.449226520206471
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K208
Zati ağırlık 0.3125Duvar 0.5B202 1.575 1.05K217 1.20390319148936 0.179840425531915
TOPLAM 3.59140319148936 1.22984042553191
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K209Zati ağırlık 0.3125
D205 1.19453333333333 0.481666666666667Duvar 0.625
TOPLAM 2.13203333333333 0.481666666666667
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K210Zati ağırlık 0.3125
Duvar 0.5 D205 1.19453333333333 0.481666666666667
TOPLAM 2.00703333333333 0.481666666666667
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K211
Zati ağırlık 0.3125Duvar 0.5D202 0.498033333333333 0.223333333333333B201 0.8336 0.8
TOPLAM 2.00703333333333 1.02333333333333
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K212
Zati ağırlık 0.3125Duvar 0.625D205 1.19453333333333 0.481666666666667B202 0.196875 0.13125
TOPLAM 2.32890833333333 0.612916666666667
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K213
Zati ağırlık 0.3125Duvar 0.625D205 1.19453333333333 0.481666666666667D206 0.23415 0.105
TOPLAM 2.36618333333333 0.586666666666667
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K214
Zati ağırlık 0.3125Duvar 0.5K205 0.692900845968935 0.131321133043639D202 0.498033333333333 0.223333333333333
DD204 0.822764201183432 0.294445266272189TOPLAM 2.8261983804857 0.649099732649162
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K215Zati ağırlık 0.3125
Duvar 0.625D201 1.19453333333333 0.481666666666667
TOPLAM 2.13203333333333 0.481666666666667
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K216Zati ağırlık 0.3125
Duvar 0.625B202 0.39375 0.2625
TOPLAM 1.33125 0.2625
Kiriş No Eleman Zati Yükler g(t/m) Hareketli Yükler q(t/m)
K217Zati ağırlık 0.3125
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
G (ÖLÜ YÜK) Q(HAREKETLİ)
S201 ELEMAN KİRİŞ BOYU (m) KİRİŞ YÜKÜ (t/m) Ng (t) KİRİŞ YÜKÜ (t/m) Nq (t)KOLON ZATİ AĞIRLIĞI= 0.938
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
G (ÖLÜ YÜK) Q(HAREKETLİ)
S202 ELEMAN KİRİŞ BOYU (m) KİRİŞ YÜKÜ (t/m) Ng (t) KİRİŞ YÜKÜ (t/m) Nq (t)KOLON ZATİ AĞIRLIĞI= 1.000
b= 40 cm K203 2.4 2.483 2.979 0.695 0.834h= 40 cm K210 3.225 2.007 3.236 0.482 0.777H= 2.5 m K211 3.85 2.007 3.864 1.023 1.970g= 2.5 t/m3 KAT TOPLAMI 11.079 3.581
NORMAL KATLAR TOPLAMI 33.238 10.742
G (ÖLÜ YÜK) Q(HAREKETLİ)
S203 ELEMAN KİRİŞ BOYU (m) KİRİŞ YÜKÜ (t/m) Ng (t) KİRİŞ YÜKÜ (t/m) Nq (t)KOLON ZATİ AĞIRLIĞI= 0.938
b= 25 cm K208 2.6 3.591 4.669 1.230 1.599h= 60 cm K212 1.6 2.329 3.726 0.613 0.981H= 2.5 m K213 4.075 2.366 4.821 0.587 1.195g= 2.5 t/m3 KAT TOPLAMI 14.154 3.775
NORMAL KATLAR TOPLAMI 42.461 11.324
G (ÖLÜ YÜK) Q(HAREKETLİ)
P201 ELEMAN KİRİŞ BOYU (m) KİRİŞ YÜKÜ (t/m) Ng (t) KİRİŞ YÜKÜ (t/m) Nq (t)KOLON ZATİ AĞIRLIĞI= 1.750
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
G (ÖLÜ YÜK) Q(HAREKETLİ)
P202 ELEMAN KİRİŞ BOYU (m) KİRİŞ YÜKÜ (t/m) Ng (t) KİRİŞ YÜKÜ (t/m) Nq (t)KOLON ZATİ AĞIRLIĞI= 1.750
b= 20 cm K203 2.4 2.483 2.979 0.695 0.834h= 140 cm K204 2.6 1.725 2.243 0.8363794378698 1.087H= 2.5 m K214 3.65 2.826 5.158 0.649 1.185g= 2.5 t/m3 K215 4.075 2.132 4.344 0.482 0.981
KAT TOPLAMI 16.474 4.087NORMAL KATLAR TOPLAMI 49.421 12.262
G (ÖLÜ YÜK) Q(HAREKETLİ)
P203 ELEMAN KİRİŞ BOYU (m) KİRİŞ YÜKÜ (t/m) Ng (t) KİRİŞ YÜKÜ (t/m) Nq (t)KOLON ZATİ AĞIRLIĞI= 1.750
b= 20 cm K206 2.4 2.483 2.979 0.695 0.834h= 140 cm K207 2.6 2.769 3.600 0.449 0.584H= 2.5 m K213 4.075 2.366 4.821 0.587 1.195g= 2.5 t/m3 K214 3.65 2.826 5.158 0.649 1.185
KAT TOPLAMI 18.308 3.798NORMAL KATLAR TOPLAMI 54.924 11.394
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
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
ZEMİN KAT 2-2 AKSI CROSS HESABI
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
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
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
Sol Konsol 1. Kiriş 2. Kiriş 3. Kiriş Sağ KonsolMg1sol -2.254359 0.1849 Mg23 = - Mg32 = 1.26403 Mg12 = - Mg21 = 0.1849 Mg4sağ 2.25436Md1sol -2.254359 Md12 = - Md21 = 0.1849 Md23 = - Md32 = 1.26403 Md12 = - Md21 = 0.1849 Md4sağ 2.25436
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
ANKASTRELİK MOMENTLERİ (ton metre)
Mg12 = - Mg21 =
DV
ZEMİN KAT 3-3 AKSI CROSS HESABI
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
Durum bw t L h b b/bw t/h b1. Kiriş 1 0.25 0.14 4.075 0.5 0.739 3 0.28 1.552. Kiriş 2 0.25 0.14 3.65 0.5 0.469 2 0.28 1.353. Kiriş 2 0.25 0.14 4.075 0.5 0.4945 2 0.28 1.37
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.008575 0.00403646 0.000933 0.003516 0.00093333 0.003568 0.008575
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 4 4.075 3.65 4.075 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 0.002858 0.00214375 0.000991 0.00599262525562372 1 Düğümü 0.476975 0.357731 0.165292 Düğümü 0.000311 0.00023333 0.000991 0.000963 0.00249817129824168 2 Düğümü 0.124536 0.093402 0.396507 0.385563 Düğümü 0.000311 0.00023333 0.000963 0.000876 0.00238314062339506 3 Düğümü 0.130547 0.09791 0.404166 0.367384 Düğümü 0.002858 0.00214375 0.000876 0.0058775945807771 4 Düğümü 0.48631 0.364733 0.148957
Sol Konsol 1. Kiriş 2. Kiriş 3. Kiriş Sağ KonsolMg1sol -14.51979 2.38978 Mg23 = - Mg32 = 3.632259 Mg12 = - Mg21 = 2.029438 Mg4sağ 13.589Md1sol -14.51979 Md12 = - Md21 = 2.38978 Md23 = - Md32 = 3.632259 Md12 = - Md21 = 2.029438 Md4sağ 13.589
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
ANKASTRELİK MOMENTLERİ (ton metre)
Mg12 = - Mg21 =
DV
ZEMİN KAT 3-3 AKSI CROSS HESABI
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
Durum bw t L h b b/bw t/h b1. Kiriş 1 0.25 0.14 4.075 0.5 0.739 3 0.28 1.552. Kiriş 2 0.25 0.14 3.65 0.5 0.469 2 0.28 1.353. Kiriş 2 0.25 0.14 4.075 0.5 0.4945 2 0.28 1.37
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.008575 0.00403646 0.000933 0.003516 0.00093333 0.003568 0.008575
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 4 4.075 3.65 4.075 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 0.002858 0.00214375 0.000991 0.00599262525562372 1 Düğümü 0.476975 0.357731 0.165292 Düğümü 0.000311 0.00023333 0.000991 0.000963 0.00249817129824168 2 Düğümü 0.124536 0.093402 0.396507 0.385563 Düğümü 0.000311 0.00023333 0.000963 0.000876 0.00238314062339506 3 Düğümü 0.130547 0.09791 0.404166 0.367384 Düğümü 0.002858 0.00214375 0.000876 0.0058775945807771 4 Düğümü 0.48631 0.364733 0.148957
Sol Konsol 1. Kiriş 2. Kiriş 3. Kiriş Sağ KonsolMg1sol -6.340962 0.44051 Mg23 = - Mg32 = 0.786968 Mg12 = - Mg21 = 0.295211 Mg4sağ 2.25436Md1sol -6.340962 Md12 = - Md21 = 0.44051 Md23 = - Md32 = 0.786968 Md12 = - Md21 = 0.295211 Md4sağ 2.25436
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
ANKASTRELİK MOMENTLERİ (ton metre)
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
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.001333 0.00351563 0.000521 0.002604 0.00052083 0.003516 0.001333
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 3.5 2.75 3.175 2.75
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.000444 0.00038095 0.001278 0.00210380591630592 1 Düğümü 0.211257 0.181078 0.607662 Düğümü 0.000174 0.00014881 0.001278 0.00082 0.00242103969958301 2 Düğümü 0.071709 0.061465 0.528041 0.338783 Düğümü 0.000174 0.00014881 0.00082 0.001278 0.00242103969958301 3 Düğümü 0.071709 0.061465 0.338784 0.528044 Düğümü 0.000444 0.00038095 0.001278 0.00210380591630592 4 Düğümü 0.211257 0.181078 0.607665
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
ANKASTRELİK MOMENTLERİ (ton metre)
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
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.001333 0.00351563 0.000521 0.002604 0.00052083 0.003516 0.001333
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 4 2.75 3.175 2.75
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.000444 0.00033333 0.001278 0.00205618686868687 1 Düğümü 0.21615 0.162112 0.621742 Düğümü 0.000174 0.00013021 0.001278 0.00082 0.00240243850910682 2 Düğümü 0.072265 0.054198 0.53213 0.341413 Düğümü 0.000174 0.00013021 0.00082 0.001278 0.00240243850910682 3 Düğümü 0.072265 0.054198 0.341407 0.532134 Düğümü 0.000444 0.00033333 0.001278 0.00205618686868687 4 Düğümü 0.21615 0.162112 0.621738
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
ANKASTRELİK MOMENTLERİ (ton metre)
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
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 1.333333 2.2890625 0.520833 3.046875 0.52083333 2.289063 1.333333
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 3.5 2.75 3.175 2.75
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.444444 0.38095238 0.832386 1.65778318903319 1 Düğümü 0.268096 0.229796 0.502112 Düğümü 0.173611 0.14880952 0.832386 0.959646 2.11445266784834 2 Düğümü 0.082107 0.070377 0.393665 0.453853 Düğümü 0.173611 0.14880952 0.959646 0.832386 2.11445266784834 3 Düğümü 0.082107 0.070377 0.453851 0.393674 Düğümü 0.444444 0.38095238 0.832386 1.65778318903319 4 Düğümü 0.268096 0.229796 0.502108
1. Kiriş 2. Kiriş 3. Kiriş1.228906 Mg23 = - Mg32 = 1.461691 Mg12 = - Mg21 = 1.228906
Md12 = - Md21 = 1.228906 Md23 = - Md32 = 1.461691 Md12 = - Md21 = 1.228906Ma1 = 0.614453 Ma2 = 0.730845 Ma3 = 0.614453V12 = V21 = 2.68125 V23 = V32 = 2.76225 V34 = V43 = 2.68125
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
ANKASTRELİK MOMENTLERİ (ton metre)
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
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 0.28 1.353. 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 KonsolAtalet Momenti 1.333333 4.03645833 0.520833 3.515625 0.52083333 4.036458 1.333333
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 3.5 2.75 3.175 2.75
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.444444 0.38095238 1.467803 2.29319985569986 1 Düğümü 0.19381 0.166123 0.640072 Düğümü 0.173611 0.14880952 1.467803 1.107283 2.89750712979059 2 Düğümü 0.059917 0.051358 0.506574 0.382153 Düğümü 0.173611 0.14880952 1.107283 1.467803 2.89750712979059 3 Düğümü 0.059917 0.051358 0.38215 0.506574 Düğümü 0.444444 0.38095238 1.467803 2.29319985569986 4 Düğümü 0.19381 0.166123 0.640068
1. Kiriş 2. Kiriş 3. Kiriş0.296828 Mg23 = - Mg32 = 0.312499 Mg12 = - Mg21 = 0.296828
Md12 = - Md21 = 0.296828 Md23 = - Md32 = 0.312499 Md12 = - Md21 = 0.296828Ma1 = 0.148414 Ma2 = 0.15625 Ma3 = 0.148414V12 = V21 = 0.647625 V23 = V32 = 0.59055 V34 = V43 = 0.647625
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
ANKASTRELİK MOMENTLERİ (ton metre)
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
Durum bw t L h b b/bw t/h b1. Kiriş 1 0.25 0.14 2.4 0.5 0.538 2 0.28 1.552. Kiriş 2 0.25 0.14 2.6 0.5 0.406 2 0.28 1.353. Kiriş 1 0.25 0.14 2.4 0.5 0.538 2 0.28 1.55
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.005208 0.00403646 0.045733 0.003516 0.04573333 0.004036 0.005208
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 4 2.4 2.6 2.4
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.001736 0.00130208 0.001682 0.00472005208333333 1 Düğümü 0.367816 0.275862 0.356322 Düğümü 0.015244 0.01143333 0.001682 0.001352 0.0297117988782051 2 Düğümü 0.513077 0.384808 0.056606 0.045513 Düğümü 0.015244 0.01143333 0.001352 0.001682 0.0297117988782051 3 Düğümü 0.513077 0.384808 0.045509 0.056614 Düğümü 0.001736 0.00130208 0.001682 0.00472005208333333 4 Düğümü 0.367816 0.275862 0.356322
1. Kiriş 2. Kiriş 3. Kiriş0.963376 Mg23 = - Mg32 = 1.606054 Mg12 = - Mg21 = 0.963376
Md12 = - Md21 = 0.963376 Md23 = - Md32 = 1.606054 Md12 = - Md21 = 0.963376Ma1 = 0.481688 Ma2 = 0.803027 Ma3 = 0.481688V12 = V21 = 2.40844 V23 = V32 = 3.1658 V34 = V43 = 2.40844
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
ANKASTRELİK MOMENTLERİ (ton metre)
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
Durum bw t L h b b/bw t/h b1. Kiriş 1 0.25 0.14 2.4 0.5 0.538 2 0.28 1.552. Kiriş 2 0.25 0.14 2.6 0.5 0.406 2 0.28 1.353. Kiriş 1 0.25 0.14 2.4 0.5 0.538 2 0.28 1.55
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.005208 0.00403646 0.045733 0.003516 0.04573333 0.004036 0.005208
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 4 2.4 2.6 2.4
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.001736 0.00130208 0.001682 0.00472005208333333 1 Düğümü 0.367816 0.275862 0.356322 Düğümü 0.015244 0.01143333 0.001682 0.001352 0.0297117988782051 2 Düğümü 0.513077 0.384808 0.056606 0.045513 Düğümü 0.015244 0.01143333 0.001352 0.001682 0.0297117988782051 3 Düğümü 0.513077 0.384808 0.045509 0.056614 Düğümü 0.001736 0.00130208 0.001682 0.00472005208333333 4 Düğümü 0.367816 0.275862 0.356322
1. Kiriş 2. Kiriş 3. Kiriş0.2312 Mg23 = - Mg32 = 0.199152 Mg12 = - Mg21 = 0.2312
Md12 = - Md21 = 0.2312 Md23 = - Md32 = 0.199152 Md12 = - Md21 = 0.2312Ma1 = 0.1156 Ma2 = 0.099576 Ma3 = 0.1156V12 = V21 = 0.578 V23 = V32 = 0.423122 V34 = V43 = 0.578
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
ANKASTRELİK MOMENTLERİ (ton metre)
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
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 1.382. Kiriş 1 0.25 0.135 3.85 0.5 0.712 3 0.27 1.553. Kiriş 2 0.25 0.14 3.225 0.5 0.4435 2 0.28 1.38
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.045733 0.00359375 0.005208 0.004036 0.00520833 0.003594 0.045733
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 3 3.225 3.85 3.225 1.475 1.475
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.015244 0.01524444 0.001114 0.0316032299741602 1 Düğümü 0.48237 0.48237 0.035262 Düğümü 0.001736 0.00173611 0.001114 0.001048 0.00563499404342428 2 Düğümü 0.308095 0.308095 0.197754 0.186063 Düğümü 0.001736 0.00173611 0.001048 0.001114 0.00563499404342428 3 Düğümü 0.308095 0.308095 0.186057 0.197754 Düğümü 0.015244 0.01524444 0.001114 0.0316032299741602 4 Düğümü 0.48237 0.48237 0.03526
Sol Konsol 1. Kiriş 2. Kiriş 3. Kiriş Sağ KonsolMg1sol -7.425898 1.739533 Mg23 = - Mg32 = 2.479104 Mg12 = - Mg21 = 1.739533 Mg4sağ 7.4259Md1sol -7.425898 Md12 = - Md21 = 1.739533 Md23 = - Md32 = 2.479104 Md12 = - Md21 = 1.739533 Md4sağ 7.4259
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
ANKASTRELİK MOMENTLERİ (ton metre)
Mg12 = - Mg21 =
DV
NORMAL KAT 2-2 AKSI CROSS HESABI
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
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 1.382. Kiriş 1 0.25 0.135 3.85 0.5 0.712 3 0.27 1.553. Kiriş 2 0.25 0.14 3.225 0.5 0.4435 2 0.28 1.38
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.045733 0.00359375 0.005208 0.004036 0.00520833 0.003594 0.045733
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 3 3.225 3.85 3.225 1.475 1.475
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.015244 0.01524444 0.001114 0.0316032299741602 1 Düğümü 0.48237 0.48237 0.035262 Düğümü 0.001736 0.00173611 0.001114 0.001048 0.00563499404342428 2 Düğümü 0.308095 0.308095 0.197754 0.186063 Düğümü 0.001736 0.00173611 0.001048 0.001114 0.00563499404342428 3 Düğümü 0.308095 0.308095 0.186057 0.197754 Düğümü 0.015244 0.01524444 0.001114 0.0316032299741602 4 Düğümü 0.48237 0.48237 0.03526
Sol Konsol 1. Kiriş 2. Kiriş 3. Kiriş Sağ KonsolMg1sol -1.749504 0.41747 Mg23 = - Mg32 = 1.26403 Mg12 = - Mg21 = 0.41747 Mg4sağ 1.74950Md1sol -1.749504 Md12 = - Md21 = 0.41747 Md23 = - Md32 = 1.26403 Md12 = - Md21 = 0.41747 Md4sağ 1.74950
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
ANKASTRELİK MOMENTLERİ (ton metre)
Mg12 = - Mg21 =
DV
NORMAL KAT 3-3 AKSI CROSS HESABI
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
Durum bw t L h b b/bw t/h b1. Kiriş 1 0.25 0.13 4.075 0.5 0.739 3 0.26 1.552. Kiriş 2 0.25 0.12 3.65 0.5 0.469 2 0.24 1.353. Kiriş 2 0.25 0.14 4.075 0.5 0.4945 2 0.28 1.38
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.008575 0.00403646 0.000933 0.003516 0.00093333 0.003594 0.008575
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 3 4.075 3.65 4.075 1.475 1.475
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.002858 0.00285833 0.000991 0.00670720858895705 1 Düğümü 0.426158 0.426158 0.147682 Düğümü 0.000311 0.00031111 0.000991 0.000963 0.00257594907601946 2 Düğümü 0.120775 0.120775 0.384535 0.373913 Düğümü 0.000311 0.00031111 0.000963 0.000882 0.00246730899421987 3 Düğümü 0.126093 0.126093 0.390379 0.357434 Düğümü 0.002858 0.00285833 0.000882 0.00659856850715746 4 Düğümü 0.433175 0.433175 0.13365
Sol Konsol 1. Kiriş 2. Kiriş 3. Kiriş Sağ KonsolMg1sol -7.640061 3.274329 Mg23 = - Mg32 = 3.487661 Mg12 = - Mg21 = 2.950312 Mg4sağ 7.4259Md1sol -7.640061 Md12 = - Md21 = 3.274329 Md23 = - Md32 = 3.487661 Md12 = - Md21 = 2.950312 Md4sağ 7.4259
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
ANKASTRELİK MOMENTLERİ (ton metre)
Mg12 = - Mg21 =
DV
NORMAL KAT 3-3 AKSI CROSS HESABI
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
Durum bw t L h b b/bw t/h b1. Kiriş 1 0.25 0.13 4.075 0.5 0.739 3 0.26 1.552. Kiriş 2 0.25 0.12 3.65 0.5 0.469 2 0.24 1.353. Kiriş 2 0.25 0.14 4.075 0.5 0.4945 2 0.28 1.38
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.008575 0.00403646 0.000933 0.003516 0.00093333 0.003594 0.008575
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 3 4.075 3.65 4.075 1.475 1.475
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.002858 0.00285833 0.000991 0.00670720858895705 1 Düğümü 0.426158 0.426158 0.147682 Düğümü 0.000311 0.00031111 0.000991 0.000963 0.00257594907601946 2 Düğümü 0.120775 0.120775 0.384535 0.373913 Düğümü 0.000311 0.00031111 0.000963 0.000882 0.00246730899421987 3 Düğümü 0.126093 0.126093 0.390379 0.357434 Düğümü 0.002858 0.00285833 0.000882 0.00659856850715746 4 Düğümü 0.433175 0.433175 0.13365
Sol Konsol 1. Kiriş 2. Kiriş 3. Kiriş Sağ KonsolMg1sol -1.892279 0.811831 Mg23 = - Mg32 = 0.786968 Mg12 = - Mg21 = 0.666531 Mg4sağ 1.7495Md1sol -1.892279 Md12 = - Md21 = 0.811831 Md23 = - Md32 = 0.786968 Md12 = - Md21 = 0.666531 Md4sağ 1.7495
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
ANKASTRELİK MOMENTLERİ (ton metre)
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
Durum bw t L h b b/bw t/h b1. Kiriş 1 0.25 0.13 2.4 0.5 0.538 2 0.26 1.552. Kiriş 1 0.25 0.12 2.6 0.5 0.562 2 0.24 1.353. Kiriş 1 0.25 0.13 2.4 0.5 0.538 2 0.26 1.55
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.005208 0.00403646 0.045733 0.003516 0.04573333 0.004036 0.005208
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 3 2.4 2.6 2.4
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.001736 0.00173611 0.001682 0.00515407986111111 1 Düğümü 0.336842 0.336842 0.326322 Düğümü 0.015244 0.01524444 0.001682 0.001352 0.0335229099893162 2 Düğümü 0.454747 0.454747 0.05017 0.040343 Düğümü 0.015244 0.01524444 0.001352 0.001682 0.0335229099893162 3 Düğümü 0.454747 0.454747 0.040336 0.050174 Düğümü 0.001736 0.00173611 0.001682 0.00515407986111111 4 Düğümü 0.336842 0.336842 0.326316
1. Kiriş 2. Kiriş 3. Kiriş1.191728 Mg23 = - Mg32 = 0.971829 Mg12 = - Mg21 = 1.191728
Md12 = - Md21 = 1.191728 Md23 = - Md32 = 0.971829 Md12 = - Md21 = 1.191728Ma1 = 0.595864 Ma2 = 0.485914 Ma3 = 0.595864V12 = V21 = 2.97932 V23 = V32 = 2.242682 V34 = V43 = 2.97932
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
ANKASTRELİK MOMENTLERİ (ton metre)
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
Durum bw t L h b b/bw t/h b1. Kiriş 1 0.25 0.13 2.4 0.5 0.538 2 0.26 1.552. Kiriş 1 0.25 0.12 2.6 0.5 0.562 2 0.24 1.353. Kiriş 1 0.25 0.13 2.4 0.5 0.538 2 0.26 1.55
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.005208 0.00403646 0.045733 0.003516 0.04573333 0.004036 0.005208
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 3 2.4 2.6 2.4
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.001736 0.00173611 0.001682 0.00515407986111111 1 Düğümü 0.336842 0.336842 0.326322 Düğümü 0.015244 0.01524444 0.001682 0.001352 0.0335229099893162 2 Düğümü 0.454747 0.454747 0.05017 0.040343 Düğümü 0.015244 0.01524444 0.001352 0.001682 0.0335229099893162 3 Düğümü 0.454747 0.454747 0.040336 0.050174 Düğümü 0.001736 0.00173611 0.001682 0.00515407986111111 4 Düğümü 0.336842 0.336842 0.326316
1. Kiriş 2. Kiriş 3. Kiriş0.3336 Mg23 = - Mg32 = 0.47116 Mg12 = - Mg21 = 0.3336
Md12 = - Md21 = 0.3336 Md23 = - Md32 = 0.47116 Md12 = - Md21 = 0.3336Ma1 = 0.1668 Ma2 = 0.23558 Ma3 = 0.1668V12 = V21 = 0.834 V23 = V32 = 1.087293 V34 = V43 = 0.834
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
ANKASTRELİK MOMENTLERİ (ton metre)
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
Durum bw t L h b b/bw t/h b1. Kiriş 1 0.25 0.13 2.4 0.5 0.538 2 0.26 1.552. Kiriş 2 0.25 0.12 2.6 0.5 0.406 2 0.24 1.353. Kiriş 1 0.25 0.13 2.4 0.5 0.538 2 0.26 1.55
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.005208 0.00403646 0.045733 0.003516 0.04573333 0.004036 0.005208
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 3 2.4 2.6 2.4
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.001736 0.00173611 0.001682 0.00515407986111111 1 Düğümü 0.336842 0.336842 0.326322 Düğümü 0.015244 0.01524444 0.001682 0.001352 0.0335229099893162 2 Düğümü 0.454747 0.454747 0.05017 0.040343 Düğümü 0.015244 0.01524444 0.001352 0.001682 0.0335229099893162 3 Düğümü 0.454747 0.454747 0.040336 0.050174 Düğümü 0.001736 0.00173611 0.001682 0.00515407986111111 4 Düğümü 0.336842 0.336842 0.326316
1. Kiriş 2. Kiriş 3. Kiriş1.191728 Mg23 = - Mg32 = 1.340169 Mg12 = - Mg21 = 1.191728
Md12 = - Md21 = 1.191728 Md23 = - Md32 = 1.340169 Md12 = - Md21 = 1.191728Ma1 = 0.595864 Ma2 = 0.670085 Ma3 = 0.595864V12 = V21 = 2.97932 V23 = V32 = 2.74007 V34 = V43 = 2.97932
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
ANKASTRELİK MOMENTLERİ (ton metre)
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
Durum bw t L h b b/bw t/h b1. Kiriş 1 0.25 0.13 2.4 0.5 0.538 2 0.26 1.552. Kiriş 2 0.25 0.12 2.6 0.5 0.406 2 0.24 1.353. Kiriş 1 0.25 0.13 2.4 0.5 0.538 2 0.26 1.55
Konsol Kolon Açıklık 1 Kolon Açıklık 2 Kolon Açıklık 3 Kolon KonsolAtalet Momenti 0.005208 0.00403646 0.045733 0.003516 0.04573333 0.004036 0.005208
SİSTEM AÇIKLIKLARIh1 h2 L1 L2 L1 Lsol (k) Lsağ (k)3 3 2.4 2.6 2.4
ÇUBUK REDÖRLERİ DAĞITMA KATSAYILARIÜst Kolon Alt Kolon Sol Kiriş Sağ Kiriş Toplam Üst Kolon Alt Kolon Sol Kiriş Sağ Kiriş
1 Düğümü 0.001736 0.00173611 0.001682 0.00515407986111111 1 Düğümü 0.336842 0.336842 0.326322 Düğümü 0.015244 0.01524444 0.001682 0.001352 0.0335229099893162 2 Düğümü 0.454747 0.454747 0.05017 0.040343 Düğümü 0.015244 0.01524444 0.001352 0.001682 0.0335229099893162 3 Düğümü 0.454747 0.454747 0.040336 0.050174 Düğümü 0.001736 0.00173611 0.001682 0.00515407986111111 4 Düğümü 0.336842 0.336842 0.326316
1. Kiriş 2. Kiriş 3. Kiriş0.3336 Mg23 = - Mg32 = 0.195463 Mg12 = - Mg21 = 0.3336
Md12 = - Md21 = 0.3336 Md23 = - Md32 = 0.195463 Md12 = - Md21 = 0.3336Ma1 = 0.1668 Ma2 = 0.097732 Ma3 = 0.1668V12 = V21 = 0.834 V23 = V32 = 0.417446 V34 = V43 = 0.834
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
ANKASTRELİK MOMENTLERİ (ton metre)
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)=
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*hݲ*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
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
K103YÜK SOL MESNET AÇIKLIK SAĞ MESNET
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
YÜK SOL MESNET AÇIKLIK SAĞ MESNETKOMB. V(t) M(tcm) M(tcm) V(t) M(tcm)
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
K102YÜK SOL MESNET AÇIKLIK SAĞ MESNET
TÜRÜ V(t) M(tcm) M(tcm) V(t) M(tcm)G 1.79782451 -149.007 76.64181 0.879877986 -41.38405Q 0.54772367 -22.8295 41.67967 0.481876333 -20.92547E 1.310 218.5291 0 1.310 233.47189
YÜK SOL MESNET AÇIKLIK SAĞ MESNETKOMB. V(t) M(tcm) M(tcm) V(t) M(tcm)
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
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:
KİRİŞ NO K102 K103 K102SOL SAĞ SOL SAĞ SOL SAĞ
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)
ZEMİN KAT C-C AKSI
K104YÜK SOL MESNET AÇIKLIK SAĞ MESNET
TÜRÜ V(t) M(tcm) M(tcm) V(t) M(tcm)G 1.03316496 -58.9049 79.50283 1.862585041 -152.8408Q 0.24196508 -10.5409 21.67176 0.457469921 -35.31566E 0.258 684.0479 0 0.258 622.02682
YÜK SOL MESNET AÇIKLIK SAĞ MESNETKOMB. V(t) M(tcm) M(tcm) V(t) M(tcm)
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
HESAP KESİT TESİRLERİ SOL MESNET AÇIKLIK SAĞ MESNET
Vd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)1.8336 590.1544 145.9788 3.3396 426.9128974
-729.0461 -803.226
K105YÜK SOL MESNET AÇIKLIK SAĞ MESNET
TÜRÜ V(t) M(tcm) M(tcm) V(t) M(tcm)G 1.72695 -152.491 80.76445 1.72695 -152.4914Q 0.36921 -34.4663 16.03884 0.36921 -34.46631E 4.417 574.1786 0 4.417 574.1786
YÜK SOL MESNET AÇIKLIK SAĞ MESNETKOMB. V(t) M(tcm) M(tcm) V(t) M(tcm)
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
HESAP KESİT TESİRLERİ SOL MESNET AÇIKLIK SAĞ MESNETVd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)
6.5129 373.6523 138.7324 6.5129 373.6522816-747.5678 -747.568
K104YÜK SOL MESNET AÇIKLIK SAĞ MESNET
TÜRÜ V(t) M(tcm) M(tcm) V(t) M(tcm)G 1.86258504 -152.841 79.50283 1.033164959 -58.90493Q 0.45746992 -35.3157 21.67176 0.241965079 -10.54094E 0.258 622.0268 0 0.258 684.04791
YÜK SOL MESNET AÇIKLIK SAĞ MESNETKOMB. V(t) M(tcm) M(tcm) V(t) M(tcm)
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
HESAP KESİT TESİRLERİSOL MESNET AÇIKLIK SAĞ MESNET
Vd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)3.3396 426.9129 145.9788 1.8336 590.1543816
-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
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 K104 K105 K104SOL SAĞ SOL SAĞ SOL SAĞ
K 93.5772092 129.35894 147.7978 147.7978 129.3589403 93.577209KL 38 38 38 38 38 38
basınç don. gerekyok gerekyok gerekyok gerekyok gerekyok gerekyokJ 0.941 0.973 0.727 0.727 0.973 0.941
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
KİRİŞ NO K104 K105 K104SOL SAĞ SOL SAĞ SOL SAĞ
K 75.7496669 68.7540119 73.8729 73.8729 68.75401187 75.749667KL 38 38 38 38 38 38
basınç don. gerekyok gerekyok gerekyok gerekyok gerekyok gerekyokJ 0.991 0.893 0.727 0.727 0.893 0.991
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
KAYMA DONATISIK104 K105 K104
TS500 Sol Mesnet Sağ Mesnet Sol Mesnet Sağ Mesnet Sol Mesnet Sağ Mesnet
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
Sol Sol Sol Sağ Sağ Sağ
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
K115YÜK SOL MESNET AÇIKLIK SAĞ MESNET
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
YÜK SOL MESNET AÇIKLIK SAĞ MESNETKOMB. V(t) M(tcm) M(tcm) V(t) M(tcm)
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
HESAP KESİT TESİRLERİ SOL MESNET AÇIKLIK SAĞ MESNET
Vd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)9.9783 1677.2860 23.5480 9.1062 -28.9289586
-2786.8191 -516.840
K116YÜK SOL MESNET AÇIKLIK SAĞ MESNET
TÜRÜ V(t) M(tcm) M(tcm) V(t) M(tcm)G 4.11718451 -296.571 220.8687 4.014989012 -277.9205Q 0.87060572 -52.6432 50.92208 0.893951262 -56.90378E 2.165 340.138 0 2.165 450.0229
YÜK SOL MESNET AÇIKLIK SAĞ MESNETKOMB. V(t) M(tcm) M(tcm) V(t) M(tcm)
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
HESAP KESİT TESİRLERİ SOL MESNET AÇIKLIK SAĞ MESNETVd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)
7.1570 -56.7899 390.6915 7.0738 68.04018349-641.6389 -737.689
K117YÜK SOL MESNET AÇIKLIK SAĞ MESNET
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
YÜK SOL MESNET AÇIKLIK SAĞ MESNETKOMB. V(t) M(tcm) M(tcm) V(t) M(tcm)
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
HESAP KESİT TESİRLERİSOL MESNET AÇIKLIK SAĞ MESNET
Vd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)11.1655 71.6795 35.3276 11.4528 2618.043931
-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
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
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 K115 K116 K117SOL SAĞ SOL SAĞ SOL SAĞ
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
Negatif Momentler İçin Mesnet Donatısı Hesabı
KİRİŞ NO K115 K116 K117SOL SAĞ SOL SAĞ SOL SAĞ
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
KAYMA DONATISIK115 K116 K117
TS500 Sol Mesnet Sağ Mesnet Sol Mesnet Sağ Mesnet Sol Mesnet Sağ Mesnet
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
Sol Sol Sol Sağ Sağ Sağ
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
Mesnet Sol Sağ Sol Sağ Sol SağVmes 14.66812 13.38607 10.52083 10.39843402 16.413235 16.835659
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
s< 10 s< 12.5seçilen S 10 10 10 10 10 102*h bölg. f10/10 f10/10 f10/10 f10/10 f10/10 f10/10
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
K112YÜK SOL MESNET AÇIKLIK SAĞ MESNET
TÜRÜ V(t) M(tcm) M(tcm) V(t) M(tcm)G 1.41545942 -149.333 34.8683 1.146932914 -133.0739Q 0.14075524 -15.6982 0.88212 0.266711422 -40.30867E 14.486 5751.353 0 14.486 1079.583
YÜK SOL MESNET AÇIKLIK SAĞ MESNETKOMB. V(t) M(tcm) M(tcm) V(t) M(tcm)
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
HESAP KESİT TESİRLERİ SOL MESNET AÇIKLIK SAĞ MESNET
Vd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)16.0423 5399.1614 50.2270 15.8998 641.2045042
-5729.2236 -987.970
K113YÜK SOL MESNET AÇIKLIK SAĞ MESNET
TÜRÜ V(t) M(tcm) M(tcm) V(t) M(tcm)G 2.65095983 -247.87 154.8022 2.650959833 -247.8704Q 1.23311667 -112.439 76.3423 1.233116667 -112.4395E 4.698 904.326 0 4.698 904.32602
YÜK SOL MESNET AÇIKLIK SAĞ MESNETKOMB. V(t) M(tcm) M(tcm) V(t) M(tcm)
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
HESAP KESİT TESİRLERİ SOL MESNET AÇIKLIK SAĞ MESNETVd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)
8.5819 400.9849 338.8708 8.5819 400.9849271-1121.6046 -1121.605
K112YÜK SOL MESNET AÇIKLIK SAĞ MESNET
TÜRÜ V(t) M(tcm) M(tcm) V(t) M(tcm)G 1.14693291 -133.074 34.8683 1.41545942 -149.3329Q 0.26671142 -40.3087 0.88212 0.140755245 -15.69823E 14.486 1079.583 0 14.486 5751.3529
YÜK SOL MESNET AÇIKLIK SAĞ MESNETKOMB. V(t) M(tcm) M(tcm) V(t) M(tcm)
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
HESAP KESİT TESİRLERİSOL MESNET AÇIKLIK SAĞ MESNET
Vd(t) Md(tcm) Md(tcm) Vd(t) Md(tcm)15.8998 641.2045 50.2270 16.0423 5399.161371
-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
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
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 K112 K113 K112SOL SAĞ SOL SAĞ SOL SAĞ
K 10.2284403 86.1269683 137.7234 137.7234 86.12696829 10.22844KL 38 38 38 38 38 38
basınç don. gerekvar gerekyok gerekyok gerekyok gerekyok gerekvarJ 0.861 0.947 0.965 0.965 0.947 0.861
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
Negatif Momentler İçin Mesnet Donatısı Hesabı
KİRİŞ NO K112 K113 K112SOL SAĞ SOL SAĞ SOL SAĞ
K 9.63917689 55.8974612 49.23749 49.23749 55.89746117 9.6391769KL 38 38 38 38 38 38
basınç don. gerekvar gerekyok gerekyok gerekyok gerekyok gerekvarJ 0.861 0.971 0.967 0.967 0.971 0.861
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
KAYMA DONATISIK112 K113 K112
TS500 Sol Mesnet Sağ Mesnet Sol Mesnet Sağ Mesnet Sol Mesnet Sağ Mesnet
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
Sol Sol Sol Sağ Sağ Sağ
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
Mesnet Sol Sağ Sol Sağ Sol SağVmes 23.5822148 23.37264 12.61535 12.61535477 23.372636 23.582215
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
s< 10 s< 12.5seçilen S 10 10 10 10 10 102*h bölg. f10/10 f10/10 f10/10 f10/10 f10/10 f10/10
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
ENİNE DONATI HESABI:
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=
sıklaştırma bölgesinde s=h/4 ,s/2
r min r max6f12
cm2
f8/20
f8/10
As(cm2)4f/14
cm2
f8/20
f8/10
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
ENİNE DONATI HESABI:
Fctd (kg/cm2) 10Vd(t) Vcr(t) Vmax(t) Fcd (kg/cm2) 130
3.963384 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=
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:
Fctd (kg/cm2) 10Vd(t) Vcr(t) Vmax(t) Fcd (kg/cm2) 130
3.368531 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=
sıklaştırma bölgesinde s=h/4 ,s/2
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
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
S102Düşey Yük. 50 50 1.155 1.114 82.487 53.487 157.785 61.796 175.781 0.165 0.002 0.007 0.644 0.007 -0.145 minAsDeprem X 50 50 1.155 1.114 57.101 431.917 106.816 623.774 148.748 0.114 0.025 0.006 0.510 0.028 -0.051 minAsDeprem Y 50 50 1.155 1.114 59.321 37.394 1094.510 54.004 1524.180 0.119 0.002 0.061 0.517 0.062 0.043 As gerekli
S103Düşey Yük. 70 30 1.155 1.114 111.125 7.325 966.529 8.463 1076.766 0.265 0.001 0.037 0.599 0.037 -0.084 minAsDeprem X 70 30 1.155 1.114 78.331 325.946 676.139 470.731 941.570 0.187 0.037 0.032 0.719 0.060 -0.002 minAsDeprem Y 70 30 1.155 1.114 80.614 4.564 3286.207 6.591 4576.268 0.192 0.001 0.156 0.821 0.128 0.191 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
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
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=
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=
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
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
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)=
s(net)= szemin-h*b*g(zemin)=1,5*s(net)=
smax,min=
smax=
smin=
smax,min=
smax=
smin=
B-B YÖNÜNDEB 23.6657161
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
29.5 seçilen donatı13 20
A-A YÖNÜNDEAcort= 23.67
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
seçilen donatı13 20
KAYMA HESABI
Vcr= 0,65*fctd*b*d Vcr>Vd
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
4.244 1/(1+1,5*(ex+ey)/(bx*by)^(1/2))Vpd= (Aoct)*(Azımbalama) 0.90Vpd= 100.44 t
207.9001 100.44 uygun
f16 /
f16 /
doct=doct=
AT= m2 g=g=
Vpt= g*fctd*AT*dVpt=
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
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
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)=
s(net)= szemin-h*b*g(zemin)=1,5*s(net)=
smax,min=
smax=
smin=
smax,min=
smax=
smin=
B-B YÖNÜNDEB 14.6065201
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
19.6 seçilen donatı13 25
A-A YÖNÜNDEAcort= 14.61
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
seçilen donatı13 59
KAYMA HESABI
Vcr= 0,65*fctd*b*d Vcr>Vd
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
19.559 1/(1+1,5*(ex+ey)/(bx*by)^(1/2))Vpd= (Aoct)*(Azımbalama) 0.86Vpd= 285.69 t
910.6899 285.69 uygun
f16 /
f16 /
doct=doct=
AT= m2 g=g=
Vpt= g*fctd*AT*dVpt=
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
Zemin emniyet gerilmesi= 22.5 t/m^22 t/m^3
h= 1.15 m
20.2 t/m^230.3
1,4G+1,6Q için
(Nd/bx*by)+(Md/(bx*by)^2/6) by= 2.3 mbx= 2.3 m seçilirse
23.1 t/m^2
22.5 t/m^2
G+Q+E içinby= 2 m
(Nd/bx*by)+(Md/(bx*by)^2/6) bx= 5 m seçilirse
18.0 t/m^2
-0.3 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=
B-B YÖNÜNDEB 22.7735358
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
Asmin= 28 cm^222.858 seçilen As= 29.76395 cm^2
23.1 seçilen donatı13 17
A-A YÖNÜNDEAcort= 22.77
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
Asmin= 70 cm^2seçilen As= 70 cm^2
seçilen donatı13 42
KAYMA HESABI
Vcr= 0,65*fctd*b*d Vcr>Vd
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
8.134 1/(1+1,5*(ex+ey)/(bx*by)^(1/2))Vpd= (Aoct)*(Azımbalama) 0.99Vpd= 185.24 t
559.7605 185.24 uygun
f16 /
f16 /
doct=doct=
AT= m2 g=g=
Vpt= g*fctd*AT*dVpt=
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
Zemin emniyet gerilmesi= 22.5 t/m^22 t/m^3
h= 1.15 m
20.2 t/m^230.3
1,4G+1,6Q için
(Nd/bx*by)+(Md/(bx*by)^2/6) by= 2.3 mbx= 2.3 m seçilirse
25.1 t/m^2
24.5 t/m^2
G+Q+E içinby= 2 m
(Nd/bx*by)+(Md/(bx*by)^2/6) bx= 5 m seçilirse
18.5 t/m^2
0.3 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=
B-B YÖNÜNDEB 24.8407545
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
Asmin= 28 cm^224.924 seçilen As= 32.43552 cm^2
25.1 seçilen donatı13 17
A-A YÖNÜNDEAcort= 24.84
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
Asmin= 70 cm^2seçilen As= 70 cm^2
seçilen donatı13 42
KAYMA HESABI
Vcr= 0,65*fctd*b*d Vcr>Vd
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
8.134 1/(1+1,5*(ex+ey)/(bx*by)^(1/2))Vpd= (Aoct)*(Azımbalama) 0.99Vpd= 202.05 t
560.0502 202.05 uygun
f16 /
f16 /
doct=doct=
AT= m2 g=g=
Vpt= g*fctd*AT*dVpt=
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
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
25.2 t/m^2
16.8 t/m^2
G+Q+E içinby= 2 m
(Nd/bx*by)+(Md/(bx*by)^2/6) bx= 3 m seçilirse
22.5 t/m^2
4.4 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=
B-B YÖNÜNDEB 21.0065524
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
25.2 seçilen donatı13 17
A-A YÖNÜNDEAcort= 21.01
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
Asmin= 33 cm^2seçilen As= 33 cm^2
seçilen donatı13 25
KAYMA HESABI
Vcr= 0,65*fctd*b*d Vcr>Vd
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
4.954 1/(1+1,5*(ex+ey)/(bx*by)^(1/2))Vpd= (Aoct)*(Azımbalama) 0.90Vpd= 104.07 t
241.5545 104.07 uygun
f16 /
f16 /
doct=doct=
AT= m2 g=g=
Vpt= g*fctd*AT*dVpt=