y = 16.8 kN/m³:2 mGroundwater level3 m x 2 mYsat = 19.4 kN/mFigure P3.5 A column foundation (Figure P3.5) is 3 m x 2 m in plan. Given: D; = 2 m,o' = 25°, c' = 50 kN/m². Using Eq. (3.23) and FS = 4, determine the netallowable load [see Eq. (3.15)] the foundation could carry. Use bearing capac-ity, shape, and depth factors given in Şection 3.6.

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A column foundation (Figure P3.5) is 3 m x 2 m in plan. Given: D; = 2 m, O' = 25°, c' = 50 kN/m?. Using Eq. (3.23) and FS = 4, determine the net allowable load [see Eq. (3.15)] the foundation could carry. Use bearing capac- ity, shape, and depth factors given in Şection 3.6.

A column foundation (Figure P3.5) is 3 m x 2 m in plan. Given: D; = 2 m, O' = 25°, c' = 50 kN/m?. Using Eq. (3.23) and FS = 4, determine the net allowable load [see Eq. (3.15)] the foundation could carry. Use bearing capac- ity, shape, and depth factors given in Şection 3.6.

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

y = 16.8 kN/m³:
2 m
Groundwater level
3 m x 2 m
Ysat = 19.4 kN/m
Figure P3.5

A column foundation (Figure P3.5) is 3 m x 2 m in plan. Given: D; = 2 m,
o' = 25°, c' = 50 kN/m². Using Eq. (3.23) and FS = 4, determine the net
allowable load [see Eq. (3.15)] the foundation could carry. Use bearing capac-
ity, shape, and depth factors given in Şection 3.6.

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