For the retaihing wall shown Pig 8 if Fisislidlij = 2, |- width the base (B) 2- FiS overturning, of the base widhth final. equal 3 m. Im NiG.h. 8=15 kNm? = 30 Dc = 24 kN/m } 8m. %3D 13 3. Fimd the meximeum and minimum pressune. puder the base of retaining wall.

For the retaihing wall shown Pig 8 if Fisislidlij = 2, |- width the base (B) 2- FiS overturning, of the base widhth final. equal 3 m. Im NiG.h. 8=15 kNm? = 30 Dc = 24 kN/m } 8m. %3D 13 3. Fimd the meximeum and minimum pressune. puder the base of retaining wall.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

For the retaihing wall shown
Pig
8 if
Fisislidlij = 2,
|- width the base (B)
2- FiS overturning, of the base widhth
final.
equal 3 m.
Im
NiG.h.
8=15 kNm?
= 30
Dc = 24 kN/m }
8m.
%3D
13
3. Fimd the meximeum and minimum pressune.
puder the base of retaining wall.

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Given Data and Figure

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Width of Base

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Factor against Overturning

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Maximum and Minimum under the BASE of Footing

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