EBK STRUCTURAL ANALYSIS
6th Edition
ISBN: 9780357030974
Author: KASSIMALI
Publisher: VST
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Chapter 3, Problem 5P
To determine
Calculate the support reactions for the given beam.
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1. Find moments of inertia around horizontal and vertical centroid axes for given 6 cross sections.
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1. Find moments of inertia around horizontal and vertical centroid axes for given 6 cross sections.
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An anchored sheet-pile bulkhead is shown in the figure below. Let L₁ = 2 m. L₂ =6 m. l₁ = 1 m = 17 kN/m². sat -18.86 kN/m², '=32°, and c=27 kN/m². Use the free earth support method.
Anchor
Sand
= 0
Water table
L
Sand
Ysat
c' = 0
Clay
= 0
1. Determine the theoretical depth of embedment, D.
(Enter your answer to three significant figures.)
D=
m
2. Calculate the anchor force per unit length of the sheet-pile wall.
(Enter your answer to three significant figures.)
F=
kN/m
Chapter 3 Solutions
EBK STRUCTURAL ANALYSIS
Ch. 3 - Prob. 1PCh. 3 - Prob. 2PCh. 3 - Prob. 3PCh. 3 - Prob. 4PCh. 3 - Prob. 5PCh. 3 - Prob. 6PCh. 3 - Prob. 7PCh. 3 - Prob. 8PCh. 3 - Prob. 9PCh. 3 - Prob. 10P
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