The back wall of the shed of Lab. 12a is to be supported by a
reinforced...
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Civil Engineering
The back wall of the shed of Lab. 12a is to be supported by areinforced concrete spread foundation. The distributed load on thewall is 316 lb/ft and a 10% self-weight allowance should be madefor the wall. The studs inside the wall are spaced at 24†and thetop of the footing is 12†below ground level. The concrete is to bemade from 3 ksi concrete grade and reinforced with steel bar of36ksi yield strength. Design the foundation for the wall. Take thesoil bearing pressure capability as 2 ksf and the weight density ofsteel concrete as 150 lb/ft3 and that of the soil as 100lb/ft3. The weight of steel reinforcement is considerednegligible.
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