STRUCTURAL ANALYSIS (LL)
STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Chapter 2, Problem 14P
To determine

Find the external wind pressure acting on the windward and leeward side of the roof of the building.

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Section A-A B) Compute the static safety factor for the cantilever as shown in the figure. 80 mm 20 mm thick 40° 4.2 kN -400 mm-
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Find: The equivalent horizontal force acting on the retaining wall. Surcharge: q=20kPa Ym=16kN/m³ 3 m Q'=32° Loose Sand c'=0 Groundwater table 6 m Ym-19kN/m³ 4'=38° Dense Sand c'=0 Frictionless wall
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