Question: = 3 3 = 2 0 0 p c f Soil bearing capacity = 1 KSF soil friction P = 3 0 Find: Steel Reinforcement:

=33
=200pcf
Soil bearing capacity =1 KSF soil friction P=30
Find:
Steel Reinforcement: As for footing
As for Retaining Wall
= 3 3 = 2 0 0 p c f Soil bearing capacity = 1 KSF

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