A column 12" square with fc'=5 ksi reinforced with 8#10 bars of fy=60ksi,support a service load of 91.87 kips (factored load=113.17kips).the allowable soil pressure is 3.904k/ft².design a square footing with base 5 below surface.the unit weight of soil as 100 psf.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter16: Shallow Foundations-bearing Capacity
Section: Chapter Questions
Problem 16.19CTP: A 2.0 m 2.0 m square pad footing will be placed in a normally consolidated clay soil to carry a...
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A column 12" square with fc'–5 ksi reinforced with 8#10 bars of
fy=60ksi,support a service load of 91.87 kips (factored
load=113.17kips).the allowable soil pressure is
3.904k/ft².design a square footing with base 5 below
surface.the unit weight of soil as 100 psf.
Transcribed Image Text:A column 12" square with fc'–5 ksi reinforced with 8#10 bars of fy=60ksi,support a service load of 91.87 kips (factored load=113.17kips).the allowable soil pressure is 3.904k/ft².design a square footing with base 5 below surface.the unit weight of soil as 100 psf.
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