Please round to the nearest One Tenth (i.e., 0.1). No comma! Moist unit weight of soil, gamma = 108 pcf Cohesion of soil, c = 1400 psf The factor of safety, FS = 4 and the depth of footing, Df = 5 ft The internal friction angle of soil is 0 degrees A square footing rests on a uniform thick deposit of clay. Q = 250 kips xxxxX B = ? 1. Allowable bearing capacity, qa = psf 2. Required dimension, B in terms of bearing capacity= Df www ft
Please round to the nearest One Tenth (i.e., 0.1). No comma! Moist unit weight of soil, gamma = 108 pcf Cohesion of soil, c = 1400 psf The factor of safety, FS = 4 and the depth of footing, Df = 5 ft The internal friction angle of soil is 0 degrees A square footing rests on a uniform thick deposit of clay. Q = 250 kips xxxxX B = ? 1. Allowable bearing capacity, qa = psf 2. Required dimension, B in terms of bearing capacity= Df www ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please round to the nearest One Tenth (i.e., 0.1). No comma!
Moist unit weight of soil, gamma = 108 pcf
Cohesion of soil, c = 1400 psf
The factor of safety, FS = 4 and the depth of footing, Df = 5 ft
The internal friction angle of soil is 0 degrees
A square footing rests on a uniform thick deposit of clay.
xxxx
Q=250 kips
B = ?
1. Allowable bearing capacity, qa =
psf
2. Required dimension, B in terms of bearing capacity=
Df
ft
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