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SITUATION: A square footing carries an allowable axial load of 1000KN kg with its bottom resting on a ground water table at a depth of 1.5 m below the ground surface. (Nc = 35, Nq = 22, Ny = 19). Take PDRY = 17 kN/m3 and PSAT = 20.5 kN/m3, C = 10kPa kg/m2. %3D Determine the dimension of the footing using a factor of safety of 3. O 1.62 0.96 1.55 O 1.34

SITUATION: A square footing carries an allowable axial load of 1000KN kg with its bottom resting on a ground water table at a depth of 1.5 m below the ground surface. (Nc = 35, Nq = 22, Ny = 19). Take PDRY = 17 kN/m3 and PSAT = 20.5 kN/m3, C = 10kPa kg/m2. %3D Determine the dimension of the footing using a factor of safety of 3. O 1.62 0.96 1.55 O 1.34

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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SITUATION: A square footing carries an allowable axial load of 1000KN kg with its bottom Compute the ultimate bearing capacity of the soil resting on a ground water table at a depth of 1.5 m below the ground surface. (Nc 35, Nq = 22, Ny = 19). Take PDRY = 17 kN/m3 and PSAT = 20.5 kN/m3, C = 10kPa kg/m2. Determine the dimension of the footing using a factor of safety of 3. O 1143.11 1.62 3255.21 0.96 1248.70 1.55 1670.75 1.34
Transcribed Image Text:SITUATION: A square footing carries an allowable axial load of 1000KN kg with its bottom Compute the ultimate bearing capacity of the soil resting on a ground water table at a depth of 1.5 m below the ground surface. (Nc 35, Nq = 22, Ny = 19). Take PDRY = 17 kN/m3 and PSAT = 20.5 kN/m3, C = 10kPa kg/m2. Determine the dimension of the footing using a factor of safety of 3. O 1143.11 1.62 3255.21 0.96 1248.70 1.55 1670.75 1.34
Compute the net soil capacity at the bottom of the footing. O 1117.61 O 3229.71 O 1223.20 1645.75
Transcribed Image Text:Compute the net soil capacity at the bottom of the footing. O 1117.61 O 3229.71 O 1223.20 1645.75
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