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A steel H-pile of sides 350 x 350 mm and 12m long is driven into a soil profile shown in figure Q1 (c). For a factor of safety of 2.5, determine the allowable load carry capacity of the pile. 7 m Clay Cu = 75 kPa y= 16 kN/m² 10 m Medium dense sand =35° y= 17 kN/m Fig. kPa

A steel H-pile of sides 350 x 350 mm and 12m long is driven into a soil profile shown in figure Q1 (c). For a factor of safety of 2.5, determine the allowable load carry capacity of the pile. 7 m Clay Cu = 75 kPa y= 16 kN/m² 10 m Medium dense sand =35° y= 17 kN/m Fig. kPa

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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A steel H-pile of sides 350 x 350 mm and 12m long is driven into a soil profile shown in figure Q1 (c). For a factor of safety of 2.5, determine the allowable load carry capacity of the pile. 7 m Clay Cu = 75 kPa y= 16 kN/m² 10 m Medium dense sand =35° y= 17 kN/m Fig. kPa
Transcribed Image Text:A steel H-pile of sides 350 x 350 mm and 12m long is driven into a soil profile shown in figure Q1 (c). For a factor of safety of 2.5, determine the allowable load carry capacity of the pile. 7 m Clay Cu = 75 kPa y= 16 kN/m² 10 m Medium dense sand =35° y= 17 kN/m Fig. kPa
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