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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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