Please round to the nearest Tenth (i.e., 0.1). Moist unit weight of soil, gamma = 103 pcf The factor of safety, FS = 3 A square footing carries the proposed total load of 510 kips (Q). Q $ = 30° c=0 v=0.35 E = 450,000 lb/ft² I=0.88 Allowable bearing capacity, qa = B =? De=B x B psf (only numeric value!)

Please round to the nearest Tenth (i.e., 0.1). Moist unit weight of soil, gamma = 103 pcf The factor of safety, FS = 3 A square footing carries the proposed total load of 510 kips (Q). Q $ = 30° c=0 v=0.35 E = 450,000 lb/ft² I=0.88 Allowable bearing capacity, qa = B =? De=B x B psf (only numeric value!)

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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