Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 8, Problem 59P
To determine
Sketch the influence line for the vertical deflection at the point B of the simply supported beam.
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Q1/A cantilever sheet-pile wall penetrating a granular soil. Here, L₁= 3 m, L2 = 6 m, y
17.3kN/m³, Ysat 19.4 kN/m², and 0= 30. a. What is the theoretical depth of
embedment, D? b. For a 30% increase in D, what should be the total length of the sheet
piles? c. What should be the minimum section modulus of the sheet piles? Use σall =
172 MN/m².
10.37 What is ffor the flow of water at 10°C through a 30-cm cast iron pipe with a mean velocity of 24 m/s?
10.60 As shown, water (15°C) is draining from a tank through a galvanized iron pipe. The pipe length is L = 2 m, the tank depth
is H = 1 m, and the pipe is a 0.5-inch NPS schedule 40. Calculate the velocity in the pipe. Neglect component head loss.
H
Pipe of diameter D
L
Problems 10.59 and 10.60
Chapter 8 Solutions
Structural Analysis
Ch. 8 - Prob. 1PCh. 8 - Prob. 2PCh. 8 - Prob. 3PCh. 8 - Prob. 4PCh. 8 - Prob. 5PCh. 8 - Prob. 6PCh. 8 - Prob. 7PCh. 8 - Prob. 8PCh. 8 - Prob. 9PCh. 8 - Prob. 10P
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