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Su derinli i Kuvvet (t) G1 G2 G3 G4 G5 G6 G7 G8 Htoprak Hsu Rv Rh 7.56 9 3.06 3.015 6.75 8.532994 1.275871 20.1 3.652321 22.445 59.29386 t 18.79268 t
6.7
Su+Toprak tkisi (zemin gerilmesi iin) Kuvvet Kolu (m) (A noktas ) Deviren moment (tonm) 1.92 2.45 0.68 2.03 4.2 0.68 1.495566667 4.2 2.0619 3.133333333 70.32766667 Md 70.32767 tm
f= 0.55 Kar Moment (tonm) 14.5152 22.05 2.0808 6.12045 28.35 5.802435648 1.908149796 84.42 7.530721515
Mk
172.7778 tm
Fs (devrilme) Fs (kayma) Ma
2.456754 >1,5 3.251885 >1,5
c= 1.727836 m > 0,95 e= 1.122164 < 0,95 byk exantrisite hali byk exantrisite hali (max)= 22.87789 t/m (max)= (min)= 22.69005 t/m -1.88518 t/m
102.4501 tm
3.88000
< 30 t/m < 30 t/m > -30 t/m
Yaln z Su itkisi Su derinli i Kuvvet (t) G1 7.56 G2 9 G3 3.06 G4 3.015 G5 6.75 G6 0 G7 0 G8 20.1 Htoprak 0 Hsu 22.445 Rv Rh 49.485 t 22.445 t 6.7 Kuvvet Kolu (m) (A noktas ) 1.92 2.45 0.68 2.03 4.2 0.68 1.631133333 4.2 2.0619 3.133333333 Md Deviren moment (tonm) Kar Moment (tonm) 14.5152 22.05 2.0808 6.12045 28.35 0 0 84.42 0
70.32766667 70.32767 tm Mk 157.5365 tm
Fs (devrilme) Fs (kayma) Ma
2.240035 >1,5 2.482368 >1,5
c= 1.762328 m > 0,95 e= 1.087672 < 0,95 byk exantrisite hali byk exantrisite hali (max)= 18.71956 t/m (max)= (min)= 18.62128 t/m -1.25812 t/m
87.20878 tm
< 30 t/m < 30 t/m > -30 t/m
T7 T6 T5 T4 T3 T2 T1
0.245 1.445 3.645 6.845 11.045 16.245 22.445
t t t t t t t
M7 M6 M5 M4 M3 M2 M1
0.057167 0.818833 3.2805 8.442167 17.30383 30.8655 50.12717
tm tm tm tm tm tm tm
n kmada z1 z2 M2 18.71 t/m 14.25 t/m 13.84734 tm g1 z2 altta ekme 2.25 t/m 2.25 t/m 1 2 16.46 t/m 12 t/m
Ark kmada z1 9.853 t/m q 8.95 t/m
M2
-25.4955 tm
stte ekme
Dinamik Su itkisi WD= qe= 3.1423 t 0.7035 t/m
a/g 0.16
f 0.75
H (m) 6.7
L (m) 5.7
c (t/m) 5
A rl ktan dolay Deprem tkisi c= (Gi*Hi) = Fd= 0.547826 46.404 2.6496 t e= 2.802174
Dinamik Su Etkisi (Parabol gene evirme) M1= 8.421364 tm M1= q= N= q*l/6 1.1256 t/m 49.485 t M= 157.5365 tm
H= Fs(kayma) Mad= Fs (devrilme)
28.2369 t 1.973189 >1,2 89.98282 tm 1.750739 >1,2
Zemin Gerilmeleri Ma= 67.55363 tm N= 49.485 t c= e= max= M2= 24.16614 t/m 17.76993 t/m altta ekme q= M3= 8.95 -34.04 t/m stte ekme 1.365133 m 1.484867 m > 0.95 B.E.H
Toprak tkisi Su derinli i Kuvvet (t) G1 G2 G3 G4 G5 G6 G7 G8 Htoprak Hsu Rv Rh 7.56 9 3.06 3.015 6.75 8.532994 1.275871 0 3.652321 0 39.19386 t 3.652321 t 0 Kuvvet Kolu (m) (A noktas ) 3.78 3.25 5.02 3.67 1.5 5.02 4.068866667 0 2.0619 0 Md Deviren moment (tonm) f= 0.55 Kar
4 5 7.530721515
7.530722 tm
Mk
Fs (devrilme) Fs (kayma) Ma
18.90988 >1,5 13.70543 >1,5
c=
3.44121 m > 0,95 byk exantrisite hali kk exantrisite hali (max)= (max)= (min)=
e= 134.8743 tm
0.59121 < 0,95
28.5768 29.25 15.3612 11.06505 10.125 42.83562787 5.191348051 0 0
142.405 tm
7.59304 t/m 11.1553 t/m 2.596931 t/m
< 30 t/m < 30 t/m > -30 t/m
T4 T3 T2 T1
0.07131 0.65937 1.84143 3.61749
t t t t
M5 M4 M3 M2
0.011647 0.327487 1.528387 4.208346
tm tm tm tm
n kmada z1 11.15 t/m q 8.3575 t/m z2 9.12 t/m
M2
-0.5464 tm Arka kmada z1 z2 6.65 t/m 2.6 t/m 7.65 tm
stte ekme
g1 z2 altta ekme
2.25 t/m 2.25 t/m
1 2
4.4 t/m 0.35 t/m
M2
Toprak itkisi Pa= Pad= 2.602733 t 1.580698 t/m
a/g 0.16
f 0.75
H (m) 4.34
L (m) 5.7
c (t/m) 5
Ka 0.333171
Kad 0.130828871
I 1.5 kat= kat= katmax= M 142.405
A rl ktan dolay Deprem tkisi c= (Gi*Hi) = Fd= 0.547826 m 38.124 2.6496 t e= 2.302174 m
Mb= Mb= Fsdevrilme Mb
26.57962 tm 142.405 tm 5.357678 >1,2 115.8254 tm
Mb=
115.8254 tm
N=
39.19386 t
c= e=
2.955192 m 0.105192 m < 0.95 K.E.H
max= M2=
0 t/m -1.40261 t/m stte ekme q1= M3= 8.95 18.825 t/m q2= altta ekme 2.25
ters?
ar Ao 0.3 0.399 0.464 0.464 Ch 0.15 Cv
ek
a a 0.1 7.765166 9.462322
tm
(max)= (min)=
7.637501 t/m 6.114732 t/m
< 30 t/m > -30 t/m
Toprak itkisi deprem hali kesit tesirleri
M5 M4 M3 M2
0.260108 2.43101 7.02678 14.00712
tm tm tm tm
F1'i gene evirme
M2=
6.072
qd*L*L/3
qd=
0.560665
t/m