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raiderUM
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Homework Statement
Again, I have a question where I have not idea what I did wrong... Please give suggestions! Thanks. Work is shown on attachment.
You have a foundation wall system in the field that you were asked to determine the load capacity of per lineal foot. The wall has the following measurements and specifications:
Specifications:
f c' = 3,000 psi f y = 40,000 psi Allowable soil bearing capacity = 4,000 psf
Wall loads: live = three times the dead load per foot
dead = one third the live load per foot
Cover for footer steel = 3”
#4 rebar at 9” center to center for main steel
___ - #5 rebar for temperature steel
Wall load includes the weight of the wall however not the weight of the footer.
Wall thickness = 8” Footer depth: h = 16” Footer width: w = 4’- 6”
Note: Perform and show all code check considerations.
Maximum unfactored live load the wall footer can safely carry: __11385______ #/’
Maximum unfactored dead load the wall footer can safely carry: ____3795____ #/’
Area of longitudinal steel: __1.728_____ sq in __6_____ - # 5 bars
Homework Equations
The Attempt at a Solution
View attachment question3.pdf