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Check the safety of the square footing as given to support the applied axial loads only neglecting the effect of eccentricity, use f'c = 21 MPa fy = 276 MPa and allowable soil pressure = 190 kN/m². Assume a column dimesion of 500 m x 500 mm and depth of embedment = 1.5 m below grade line.

Check the safety of the square footing as given to support the applied axial loads only neglecting the effect of eccentricity, use f'c = 21 MPa fy = 276 MPa and allowable soil pressure = 190 kN/m². Assume a column dimesion of 500 m x 500 mm and depth of embedment = 1.5 m below grade line.

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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Compute its bending stresses if it is safe from wide beam shear

Check the safety of the square footing as given to support the applied axial loads only neglecting the effect of eccentricity, use f'c = 21 MPa fy = 276 MPa and allowable soil pressure = 190 kN/m². Assume a column dimesion of 500 m x 500 mm and depth of embedment = 1.5 m below grade line. m
Transcribed Image Text:Check the safety of the square footing as given to support the applied axial loads only neglecting the effect of eccentricity, use f'c = 21 MPa fy = 276 MPa and allowable soil pressure = 190 kN/m². Assume a column dimesion of 500 m x 500 mm and depth of embedment = 1.5 m below grade line. m
535 MM دست Figure: D=43KN | L=55KN 4m P₂ NEL WWW 3.5m D=53KN | L = 35 KN 10-20mmd both ways 1.5m 0 3.5m x 3.5m. square footing " 0 fo a TIN V NGL LºL 0 0/0/0. L=10m beam U ५. .ܘܢ NGL REAR
Transcribed Image Text:535 MM دست Figure: D=43KN | L=55KN 4m P₂ NEL WWW 3.5m D=53KN | L = 35 KN 10-20mmd both ways 1.5m 0 3.5m x 3.5m. square footing " 0 fo a TIN V NGL LºL 0 0/0/0. L=10m beam U ५. .ܘܢ NGL REAR
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