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A column 12" square with e' = 5 ksi reinforced with 8 #10 bars of fy = 60 ksi, supports a service load of 91.87 kips ( factored load = 113.17 kips). The allowable soil pressure is 3.904 k/ft. Design a square foting with base 5' below surface. Take unit weight of soil as 100 psf. (14)

A column 12" square with e' = 5 ksi reinforced with 8 #10 bars of fy = 60 ksi, supports a service load of 91.87 kips ( factored load = 113.17 kips). The allowable soil pressure is 3.904 k/ft. Design a square foting with base 5' below surface. Take unit weight of soil as 100 psf. (14)

Structural Analysis
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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Q.6 A column 12" square with e' = 5 ksi reinforced with 8 #10 bars of fy = 60 ksi, supports a service load of 91,87 kips ( factored load = 113.17 kips). The allowable soil pressure is 3.904 k/ft. Design a square koting with base 5' below surface. Take unit weight of soil as 100 psf. (14)
Transcribed Image Text:Q.6 A column 12" square with e' = 5 ksi reinforced with 8 #10 bars of fy = 60 ksi, supports a service load of 91,87 kips ( factored load = 113.17 kips). The allowable soil pressure is 3.904 k/ft. Design a square koting with base 5' below surface. Take unit weight of soil as 100 psf. (14)
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