Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:Problem 4
A footing supports a 200mm thick concrete wall.
Wall loads: = 175
Dead Load kN/m
= 89
Live Load
kN/m
= 20.6
Concrete, f'c
MPa
= 415
Steel, fy
MPa
Unit weight = 23.6
of concrete kN/m3
Factored
= 1.2D
load
+ 1.6L
combination
Thickness of =
footing 350mm
Steel Cover (
bottom of
footing to
centroid of
90mm
bars)
Transcribed Image Text:The gross allowable soil pressure is 100 kPa and
width of the wall is 200mm. Assume that the top of
the footing is at the ground level.
B) Check the adequacy of the footing for Beam
Shear considering 1m strip
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