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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
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). 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 = 2022 (Lecture 9) B =? Jump to. Df=B x B psf (only numeric value!) Quiz 1 MacBook
Transcribed Image Text: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 = 2022 (Lecture 9) B =? Jump to. Df=B x B psf (only numeric value!) Quiz 1 MacBook
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