Please round to the nearest Tenth (i.e., 0.1). No Comma!Moist unit weight of soil, gamma =138 pcfThe Internal friction angle of soil is 30 degreesThe factor of safety, FS = 3A square footing carries the proposed total load of 530 kips (Q).Qc=0v= 0.35E = 450,000 lb/ft2I-0.88www wXXXDe= BB = ?1. Allowable bearing capacity, qa =x B psf (only numeric value!)2. Required dimension, B in terms of bearing capacity =ft3. Required dimension, B in terms of settlement =ft

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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