Hand written is not allowed Please round to the nearest Tenth (i.e., 0.1). No Comma!Moist unit weight of soil, gamma = 134 pcfThe factor of safety, FS = 3A square footing carries the proposed total load of 640 kips (Q).XXXX$ = 30°c=0v=0.35E = 450,000 lb/ft²I= 0.881. Allowable bearing capacity, qa =B = ?2. Required dimension, B in terms of bearing capacity =3. Required dimension, B in terms of settlement =x B psf (only numeric value!)D£= Bftft

As per the honor code, We’ll answer the first two question since the exact one wasn’t specified. So,…

st unit weight of soil, gamma = 134 pcf factor of safety, FS = 3 quare footing carries the proposed total load of 640 kips (Q). XXXX Ø = 30° c=0 v=0.35 E = 450,000 lb/ft² I= 0.88 llowable bearing capacity, qa = B =? D x B psf (only numeric equired dimension, B in terms of bearing capacity= ft

st unit weight of soil, gamma = 134 pcf factor of safety, FS = 3 quare footing carries the proposed total load of 640 kips (Q). XXXX Ø = 30° c=0 v=0.35 E = 450,000 lb/ft² I= 0.88 llowable bearing capacity, qa = B =? D x B psf (only numeric equired dimension, B in terms of bearing capacity= 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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Hand written is not allowed

Please round to the nearest Tenth (i.e., 0.1). No Comma!
Moist unit weight of soil, gamma = 134 pcf
The factor of safety, FS = 3
A square footing carries the proposed total load of 640 kips (Q).
XXXX
$ = 30°
c=0
v=0.35
E = 450,000 lb/ft²
I= 0.88
1. Allowable bearing capacity, qa =
B = ?
2. Required dimension, B in terms of bearing capacity =
3. Required dimension, B in terms of settlement =
x B psf (only numeric value!)
D£= B
ft
ft

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