PLEASE HELP MY HOME WORK !!COURSE NAME İS FOUNDATİON ENGİNEERİNG. İ LL GİVE RATE TO YOU PLEASE HELP 1) For the foundation sitting on top of the 5m thick soil calculate dimension. (Factor of Safety:3)(Ax100) kNA=7 B=2(В х3) kNmSPT-N(A+B)5 mb xbUniform sand(KUM)"y= 15 kN/m3Determine the p (angle of internal friction angle) by using the chart on lecture notes. Foundationembedment depth is 3m.Find the dimension b based on bearing capacityb. Find settlement by using 2:1 rule (DO NOT CHANGE DIMENSION AFTER SETTLEMENTCalculation).a.

Given: A square foundation resting on uniform sand as shown in the figure Given SPT N value= 9…

1) For the foundation sitting on top of the 5m thick soil calculate dimension. (Factor of Safety:3) (Ax100) kN A=7 B=2 (В хз) kNm SPT-N (A+B) 5 m b xb Uniform sand JIKUM) 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 b. Find settlement by using 2:1 rule (DO NOT CHANGE DIMENSION AFTER SETTLEMENT Calculation).

1) For the foundation sitting on top of the 5m thick soil calculate dimension. (Factor of Safety:3) (Ax100) kN A=7 B=2 (В хз) kNm SPT-N (A+B) 5 m b xb Uniform sand JIKUM) 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 b. Find settlement by using 2:1 rule (DO NOT CHANGE DIMENSION AFTER SETTLEMENT Calculation).

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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