Y=15 kN/m '-28° c'-0 4m G.WT. Yu-20 kN/m 4'-33° 4m c'-0

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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g. Minimum width B (in meter) of wall to be safe against overturning if factor of safety against overturning is 1.5 (minimum). Consider 24 kN/m3 as the unit weight of concrete. B = Note: Round your answer to three decimal place. Thank you

Y=15 kN/m
4'=28°
c'-0
4m
G.W.T.
Yut 20 kN/m
4-330
4m
The above figure shows a concrete gravity retaining
wall supporting two layers of soil.
Answer the following questions (a, b, c, d, e, f, g &
h).
Note:
1. Use Rankine's theory of active pressure.
2. Complete solution with diagrams is required for
PS2.
3. In all the steps in your solution, round the answers
to three decimal places. This is important so your
answer will match the answer key.
Transcribed Image Text:Y=15 kN/m 4'=28° c'-0 4m G.W.T. Yut 20 kN/m 4-330 4m The above figure shows a concrete gravity retaining wall supporting two layers of soil. Answer the following questions (a, b, c, d, e, f, g & h). Note: 1. Use Rankine's theory of active pressure. 2. Complete solution with diagrams is required for PS2. 3. In all the steps in your solution, round the answers to three decimal places. This is important so your answer will match the answer key.
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