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Please round to the nearest One (i.e., 1). PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!! Moist unit weight of soil, gamma = 101 pcf Saturated unit weight of soil, gammaşat = 116 pcf Cohesion of soil, c = 0 psf The factor of safety, FS = 3 The internal friction angle of soil is 35 degrees B = 4 ft, Df = 6 ft, h = 5 ft A strip footing is shown below. Determine the followings: Unit weight of soil = y Qali Groundwater table Ysat 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 = 101 pcf Saturated unit weight of soil, gammaşat = 116 pcf Cohesion of soil, c = 0 psf The factor of safety, FS = 3 The internal friction angle of soil is 35 degrees B = 4 ft, Df = 6 ft, h = 5 ft A strip footing is shown below. Determine the followings: Unit weight of soil = y Qali Groundwater table Ysat 1. Ultimate bearing capacity, qu = psf 2. Allowable bearing capacity, qa = psf

Structural Analysis
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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Please round to the nearest One (i.e., 1). PLEASE DO NOT USE COMMA(S) ON YOUR ANSWER!! Moist unit weight of soil, gamma = 101 pcf Saturated unit weight of soil, gammaşat = 116 pcf Cohesion of soil, c = 0 psf The factor of safety, FS = 3 The internal friction angle of soil is 35 degrees B = 4 ft, Df = 6 ft, h = 5 ft A strip footing is shown below. Determine the followings: Unit weight of soil = y Qali Groundwater table Ysat 1. Ultimate bearing capacity, qu = psf 2. Allowable bearing capacity, qa = psf
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 = 101 pcf Saturated unit weight of soil, gammaşat = 116 pcf Cohesion of soil, c = 0 psf The factor of safety, FS = 3 The internal friction angle of soil is 35 degrees B = 4 ft, Df = 6 ft, h = 5 ft A strip footing is shown below. Determine the followings: Unit weight of soil = y Qali Groundwater table Ysat 1. Ultimate bearing capacity, qu = psf 2. Allowable bearing capacity, qa = psf
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