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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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1) For the foundation sitting on top of the 5m thick soil calculate dimension. (Factor of Safety:3) A=6 (Ax100) kN B=2 (В хз) kNл SPT-N (A+B) 5 m b Xb Uniform sand SKUM) y= 15 KN/m Determine the o (angle of internal friction angle) by using the chart on lecture notes. Foundation embedment depth is 3m. Find the dimension b based on bearing capacity Find settlement by using 2:1 rule (DO NOT CHANGE DIMENSION AFTER SETTLEMENT Calculation). a b.
Transcribed Image Text:1) For the foundation sitting on top of the 5m thick soil calculate dimension. (Factor of Safety:3) A=6 (Ax100) kN B=2 (В хз) kNл SPT-N (A+B) 5 m b Xb Uniform sand SKUM) y= 15 KN/m Determine the o (angle of internal friction angle) by using the chart on lecture notes. Foundation embedment depth is 3m. Find the dimension b based on bearing capacity Find settlement by using 2:1 rule (DO NOT CHANGE DIMENSION AFTER SETTLEMENT Calculation). a b.
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