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