At A , PA = Ka 9 : 0:219 x40 %3D 8.76 KN/m At B, Ka 9 + Ka Y Z 8.76+ 0.219 x 19 x 20 %3D 91.98 KN/m %3D A 8.76 20 m P, K Pz 83. 22 91.98 Active eareth preessure P, 8.76 x 20 175.2 KN/m act at 20 = = 10 m abonre base Ond Ivan Y 83,22

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Explain solution please 

PA
Ka 9 = 0.219 x 40
8.76 KN/m
At A,
At B,
PB
Ka q + Ka Y Z
8.76 + 0.219 x 19 X 2O
91.98 KN/m
A 8.76
20 m
Pz
- 83. 22.
91.98
.. Active eareth pressure
8.76 x 20
P,
175.2 KN/m = 10 m abore
act at 20
baje
and
P, =5x20x 83.22
8 32.2 KN/M act at 20
3
abore
= 666 m
base
Transcribed Image Text:PA Ka 9 = 0.219 x 40 8.76 KN/m At A, At B, PB Ka q + Ka Y Z 8.76 + 0.219 x 19 X 2O 91.98 KN/m A 8.76 20 m Pz - 83. 22. 91.98 .. Active eareth pressure 8.76 x 20 P, 175.2 KN/m = 10 m abore act at 20 baje and P, =5x20x 83.22 8 32.2 KN/M act at 20 3 abore = 666 m base
Total active earth preessure
P = Pi + P2
175.2 + 832.2
%3D
1007.4 KN/m
active
will be act at
The
Pressure
175.2 X10 +
832, 2 x 6.66
h=
lo07.4
7,24 m
above base
Transcribed Image Text:Total active earth preessure P = Pi + P2 175.2 + 832.2 %3D 1007.4 KN/m active will be act at The Pressure 175.2 X10 + 832, 2 x 6.66 h= lo07.4 7,24 m above base
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