Please round to the nearest One (i.e., 1). PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!!! Moist unit weight of soil, gamma 112 pcf %3D Saturated unit weight of soil, gammasat = 124 pcf Cohesion of soil, c = 0 psf The factor of safety, FS 2 The internal friction angle of soil is 30 degrees B = 5 ft, Df = 5 ft, h 3 ft A strip footing is shown below. Determine the followings: Unit weight of soil = y Qali D Groundwater table Yat B. 1. Ultimate bearing capacity, qu = psf 2. Allowable bearing capacity, qa = psf
Please round to the nearest One (i.e., 1). PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!!! Moist unit weight of soil, gamma 112 pcf %3D Saturated unit weight of soil, gammasat = 124 pcf Cohesion of soil, c = 0 psf The factor of safety, FS 2 The internal friction angle of soil is 30 degrees B = 5 ft, Df = 5 ft, h 3 ft A strip footing is shown below. Determine the followings: Unit weight of soil = y Qali D Groundwater table Yat B. 1. Ultimate bearing capacity, qu = psf 2. Allowable bearing capacity, qa = psf
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Please round to the nearest One (i.e., 1).
PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!!!
Moist unit weight of soil, gamma = 112 pcf
!3!
Saturated unit weight of soil, gammasat = 124 pcf
Cohesion of soil, c 0 psf
The factor of safety, FS = 2
The internal friction angle of soil is 30 degrees
B = 5 ft, Df = 5 ft, h = 3 ft
A strip footing is shown below. Determine the followings:
Unit weight of soil = y
Qali
D
Groundwater table
Ysat
1. Ultimate bearing capacity, qu =
psf
2. Allowable bearing capacity, qa =
psf
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