6 m A 3 m c = 30 kN/m² $ =0 y= 17.5 kN/m³ B 2 m IIm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question

Please answer 10.9

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
Transcribed Image Text: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
10.9 Redo Problem 10.7 assuming that c =
60 kN/m².
Transcribed Image Text:10.9 Redo Problem 10.7 assuming that c = 60 kN/m².
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