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-
Please answer fast.
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
Chapter 2 Solutions
STRUCTURAL ANALYSIS (LL)
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