Compute theA) analysis of loadsB)total downward load andC) base area of the footing Check the safety of the square footing as given to support theapplied axial loads only neglecting the effect of eccentricity, use f'c = 21 MPafy = 276 MPa and allowable soil pressure = 190 kN/m². Assume a column dimesionof 500 m x 500 mm and depth of embedment = 1.5 m below grade line.m 535MMدستFigure:D=43KN| L=55KN4mP₂NELWWW3.5mD=53KN| L = 35 KN10-20mmdboth ways1.5m03.5m x 3.5m.square footing"0foaTIN VNGLLºL0 0/0/0.L=10mbeamU५..ܘܢNGLREAR

Given: Dead loads Live loads Cross-section of square footing =…

Answered: Compute the A) analysis of loads…

Engineering

Civil Engineering

Compute the A) analysis of loads B)total downward load and C) base area of the footing

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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Concept explainers

Foundation construction

Question

Compute the

A) analysis of loads

B)total downward load and

C) base area of the footing

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

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