Please round to the nearest One Tenth (i.e., 0.1). No comma! Moist unit weight of soil, gamma = 108 pcf Cohesion of soil, c = 1400 psf The factor of safety, FS = 4 and the depth of footing, Df = 5 ft The internal friction angle of soil is 0 degrees A square footing rests on a uniform thick deposit of clay. Q = 250 kips xxxxX B = ? 1. Allowable bearing capacity, qa = psf 2. Required dimension, B in terms of bearing capacity= Df www ft

Please round to the nearest One Tenth (i.e., 0.1). No comma! Moist unit weight of soil, gamma = 108 pcf Cohesion of soil, c = 1400 psf The factor of safety, FS = 4 and the depth of footing, Df = 5 ft The internal friction angle of soil is 0 degrees A square footing rests on a uniform thick deposit of clay. Q = 250 kips xxxxX B = ? 1. Allowable bearing capacity, qa = psf 2. Required dimension, B in terms of bearing capacity= Df www ft

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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