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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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.
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