Figure: (ଗh-a NY S8=17 NASS=71 4m D=53KN 0 ( 0 .a 0 0 0/0/0 201-²1 .f

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter11: Columns
Section: Chapter Questions
Problem 11.9.30P
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Check if the soil will be overstress

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
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
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