UOSD Foundations Engineering & Reinforced Concrete Design problem

Description

A square foundation (B×B) has to be constructed in layers of sand and clay (for bearing capacity calculations assume c’=0).
Given:

Water table is at 15 ft below ground surface.
Unit weight above and below water table=124 pcf
Phi’= 32 degrees
Foundation Embedment depth (Df)=4 ft
Soil Average Elastic Modulus (Es)=250 ksf
Allowable settlement=1.0 in
(non factored) Vertical Load, Q = 133 kips
Two-way shear Load, V = 29 kips
Two way bending moment, M = 200 kips – ft
FS=3.0

Determine:
-Bearing capacity curves for general shearfailure and settlement (show curves graph)
-Determine footing size under the givenloads
-Check against sliding

-Structural design of the footing (includesthickness of the footing and steel rebars and their spacing)

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