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Please round to the nearest Tenth (i.e., 0.1). No Comma! Moist unit weight of soil, gamma 138 pcf %3D The Internal friction angle of soil is 30 degrees The factor of safety, FS = 3 %3D A square footing carries the proposed total load of 530 kips (Q). c=0 v 0.35 E = 450,000 lb/ft2 I 0.88 %3D XXX DE= B B = ?

Please round to the nearest Tenth (i.e., 0.1). No Comma! Moist unit weight of soil, gamma 138 pcf %3D The Internal friction angle of soil is 30 degrees The factor of safety, FS = 3 %3D A square footing carries the proposed total load of 530 kips (Q). c=0 v 0.35 E = 450,000 lb/ft2 I 0.88 %3D XXX DE= B B = ?

Structural Analysis
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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Please round to the nearest Tenth (i.e., 0.1). No Comma! Moist unit weight of soil, gamma = 138 pcf The Internal friction angle of soil is 30 degrees The factor of safety, FS = 3 A square footing carries the proposed total load of 530 kips (Q). Q c=0 v= 0.35 E = 450,000 lb/ft2 I-0.88 www w XXX De= B B = ? 1. Allowable bearing capacity, qa = x B psf (only numeric value!) 2. Required dimension, B in terms of bearing capacity = ft 3. Required dimension, B in terms of settlement = ft
Transcribed Image Text:Please round to the nearest Tenth (i.e., 0.1). No Comma! Moist unit weight of soil, gamma = 138 pcf The Internal friction angle of soil is 30 degrees The factor of safety, FS = 3 A square footing carries the proposed total load of 530 kips (Q). Q c=0 v= 0.35 E = 450,000 lb/ft2 I-0.88 www w XXX De= B B = ? 1. Allowable bearing capacity, qa = x B psf (only numeric value!) 2. Required dimension, B in terms of bearing capacity = ft 3. Required dimension, B in terms of settlement = ft
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