A rectangular footing shown is acted upon a load at a distance "e" from the centerline. The soil and footing has the following properties For soil, Cohesion, c = 19 kPa The angle of internal friction, =12 Unit weight of moist soil, = 18.99 kN/m3 Unit weight of saturated soil, = 19 kN/m3 !! For footing, X-3.5m Y=4.4m Df-3.7m e=325mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A rectangular footing shown is acted upon a load at a distance "e" from
the centerline. The soil and footing has the following properties
For soil,
Cohesion, c = 19 kPa
The angle of internal friction,
=12
Unit weight of moist soil,
= 18.99 kN/m3
Unit weight of saturated soil,
19 kN/m3
For footing,
X-3.5m
Y=4.4m
Df=3.7m
e=325mm
Transcribed Image Text:A rectangular footing shown is acted upon a load at a distance "e" from the centerline. The soil and footing has the following properties For soil, Cohesion, c = 19 kPa The angle of internal friction, =12 Unit weight of moist soil, = 18.99 kN/m3 Unit weight of saturated soil, 19 kN/m3 For footing, X-3.5m Y=4.4m Df=3.7m e=325mm
CL
e
If the depth of water table is 3.7m below NGL,
Calculate the Net allowable Load (kN) that the footing can carry.
Transcribed Image Text:CL e If the depth of water table is 3.7m below NGL, Calculate the Net allowable Load (kN) that the footing can carry.
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