A square footing is shown on the right. The footing is subjected to an eccentric load. For the following cases, determine the gross Qult Unit weight of soil = y (or density = f allowable load that the footing could carry. Use Meyerhof's procedure and Fs = 4. Given: y = 120 lb/ft3 ; c' = 400 lb/ft? $ = 25° %D %3D ; B = 6 ft %3D D, = 4.5 ft ; x = 0 В y = 0,5 ft

A square footing is shown on the right. The footing is subjected to an eccentric load. For the following cases, determine the gross Qult Unit weight of soil = y (or density = f allowable load that the footing could carry. Use Meyerhof's procedure and Fs = 4. Given: y = 120 lb/ft3 ; c' = 400 lb/ft? $ = 25° %D %3D ; B = 6 ft %3D D, = 4.5 ft ; x = 0 В y = 0,5 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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a circular footing is 2.15 meters in diameter. the bottom of the footing is 2.87m below the ground surface. moist unit weight of soil is 17.52kn/m3, saturated unit weight is 19.21kn/ m3. cohesion of soil is 91 kpa, use nc=25.82, nq-12.31, ny=8.02. if the ground water table is located at a depth of 1.54 meters from the ground surfacce, determine the allowable bearing capacity in kpa that the footing can carry. Fs= 3. please use stored values
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