Please answer 10.8 10.8 Determine the sheet-pile section modulus for the braced cut described inProblem 10.7. Use o = 170 MN/m.?.all 10.7 Refer to Figure P10.7. Given: y = 17.5 kN/m², c = 30 kN/m², and center-to-center spacing of struts in the plan = 5 m. Draw the earth-pressure envelope anddetermine the strut loads at levels A, B, and C.6 mA3 mc = 30 kN/m²$ = 0y = 17.5 kN/m³в2 m1 m

Calculating the stability number for the given soil: SN=γHcWhere,γ=18 KN/m3c=30 KN/m2H=7 mSN=18×730…

Answered: 10.8 Determine the sheet-pile section…

Engineering

Civil Engineering

10.8 Determine the sheet-pile section modulus for the braced cut described in Problem 10.7. Use o = 170 MN/m.².

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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Please answer 10.8

10.8 Determine the sheet-pile section modulus for the braced cut described in
Problem 10.7. Use o = 170 MN/m.?.
all

10.7 Refer to Figure P10.7. Given: y = 17.5 kN/m², c = 30 kN/m², and center-to-
center spacing of struts in the plan = 5 m. Draw the earth-pressure envelope and
determine the strut loads at levels A, B, and C.
6 m
A
3 m
c = 30 kN/m²
$ = 0
y = 17.5 kN/m³
в
2 m
1 m

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