Please round to the nearest Tenth (i.e., 0.1). No Comma!Moist unit weight of soil, gamma = 119 pcfThe Internal friction angle of soil is 25 degreesThe factor of safety, FS = 3A square footing carries the proposed total load of 440 kips (Q).c=0v=0.35E = 450,000 lb/ft²I= 0.88XXXXB = ?1. Allowable bearing capacity, qa =2. Required dimension, B in terms of bearing capacity=De=Bx B psf (only numeric value!)3. Required dimension, B in terms of settlement =ftftMacBook Air

Given a square footing @ shallow depth, since D/B = 1.00 No water table , with Factor of safety = 3

Please round to the nearest Tenth (i.e., 0.1). No Comma! Moist unit weight of soil, gamma = 119 pcf The Internal friction angle of soil is 25 degrees The factor of safety, FS = 3 A square footing carries the proposed total load of 440 kips (Q). Q c=0 v=0.35 E=450,000 lb/ft2 www.ww I=0.88 XXXX B = ? 1. Allowable bearing capacity, qa = De=B x B psf (only numeric value!) 2. Required dimension, B in terms of bearing capacity= 3. Required dimension, B in terms of settlement = ft ft

Please round to the nearest Tenth (i.e., 0.1). No Comma! Moist unit weight of soil, gamma = 119 pcf The Internal friction angle of soil is 25 degrees The factor of safety, FS = 3 A square footing carries the proposed total load of 440 kips (Q). Q c=0 v=0.35 E=450,000 lb/ft2 www.ww I=0.88 XXXX B = ? 1. Allowable bearing capacity, qa = De=B x B psf (only numeric value!) 2. Required dimension, B in terms of bearing capacity= 3. Required dimension, B in terms of settlement = ft ft

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Shallow Foundations-bearing Capacity

Section: Chapter Questions

Problem 16.19CTP: A 2.0 m 2.0 m square pad footing will be placed in a normally consolidated clay soil to carry a...

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