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An eccentric footing shown has the following loads which acts on the center of the column: Pdl=400 kN Pll=650 kN Thickness of footing is 400mm f'c= 29 MPa; fy =420 MPa db=20mm   Calculate the following: 1. The minimum and maximum soil pressure due to service loads 2. The minimum and maximum soil pressure due to factored loads

An eccentric footing shown has the following loads which acts on the center of the column: Pdl=400 kN Pll=650 kN Thickness of footing is 400mm f'c= 29 MPa; fy =420 MPa db=20mm   Calculate the following: 1. The minimum and maximum soil pressure due to service loads 2. The minimum and maximum soil pressure due to factored loads

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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An eccentric footing shown has the following loads which acts on the center of the column:

Pdl=400 kN

Pll=650 kN

Thickness of footing is 400mm

f'c= 29 MPa; fy =420 MPa

db=20mm

 

Calculate the following:

1. The minimum and maximum soil pressure due to service loads

2. The minimum and maximum soil pressure due to factored loads

 

300mm 1.4m 1.4m 2.8m ww00
Transcribed Image Text:300mm 1.4m 1.4m 2.8m ww00
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