H Stem Soil surface y 25 kN 90 kPa -Anchor

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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1: A H = 6 m cantilever retaining wall is subjected to a soil pressure
linearly varying from zero at the top to 90 kPa at the bottom. As an additional
support, it is anchored at depth y = 2 m. with maximum tension equal to 25
kN. Assume that the stem provides fully retrained support. Draw the shear
and moment diagram of the wall to calculate the following: (a) Maximum
positive bending moment per linear meter; (b) maximum negative bending
moment per linear meter; (c) maximum shear force per linear meter.

H
Stem
Soil surface
y
25 kN
90 kPa
-Anchor
Transcribed Image Text:H Stem Soil surface y 25 kN 90 kPa -Anchor
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