Q=8060 kN H =1500 kN 2x2 m pedestal 1 1.5 2 25 3 3.5 4 4,6 6 85 4.5 4.5 3.5 3.5 H =1500 kN 25 2.5 2. 1.5 1.5 0.5 0.6 Co as 4 4.6 D 1.6 5.5 O0.5 H,-1500 kN 3.0 m w O'L 0.5 m

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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A rectangular footing is acted by a vertical load of 8060 kN and two horizontal forces of 1500kN in both the long and the short directions with a distance of 0.6m from the ground surface. Determine:

a) The base pressure at the four corners if the footing was on soil.

b) Pile loads at the four corners if the footing was on piles whose pattern as shown. 

Q=8060 kN
H =1500 kN
2x2 m pedestal
Bo 0s 1
1.5
. 65 7A
25
3.5
4 4.5
5.5
4.5
4.5
4.
4
3.5
3.5
H=1500 kN
3
25
25
2.
LL-2
1.5
1,5
1.
0.5
0.5
Co as 1
7 D
0.5
1.6
2.5
3.5
4.5
5.5
6.5
H,=1500 kN
w g'b
w O'L
3.0 m
Transcribed Image Text:Q=8060 kN H =1500 kN 2x2 m pedestal Bo 0s 1 1.5 . 65 7A 25 3.5 4 4.5 5.5 4.5 4.5 4. 4 3.5 3.5 H=1500 kN 3 25 25 2. LL-2 1.5 1,5 1. 0.5 0.5 Co as 1 7 D 0.5 1.6 2.5 3.5 4.5 5.5 6.5 H,=1500 kN w g'b w O'L 3.0 m
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