A rectangular footing 1.5 m x 1 m is shown in Figure below, Determine the magnitude of the gross ultimate load applied eccentrically for bearing capacity failure in soil. Use Effective Area Method. = 0.1 m y= 18 kN/m e =0 = 30 1.5 i i 0.1 m+>{ 1m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A rectangular footing 1.5 m x 1 m is shown
in Figure below, Determine the
magnitude of the gross ultimate load
applied eccentrically for bearing capacity
failure in soil. Use Effective Area Method.
0.1 m
y = 18 kN/m
= 30
F Im
1.5 m
0.1 m}+>{
m
Select one:
O a. 752 KN
O b. 276 KN
O c. 572 KN
O d. 627 KN
Transcribed Image Text:A rectangular footing 1.5 m x 1 m is shown in Figure below, Determine the magnitude of the gross ultimate load applied eccentrically for bearing capacity failure in soil. Use Effective Area Method. 0.1 m y = 18 kN/m = 30 F Im 1.5 m 0.1 m}+>{ m Select one: O a. 752 KN O b. 276 KN O c. 572 KN O d. 627 KN
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