Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 2, Problem 13P
To determine
Find the external wind pressure acting on the windward and leeward side of the roof of the building.
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Question 6
Two reservoirs have a 6 m difference in water levels and are connected by a pipe 60 cm in
diameter and 3000 m long. Then, the pipe branches into two pipes, each 30 cm in diameter and
1500 m long. The friction coefficient is 0.01. Neglecting minor losses, determine the flow rates
in the pipe system.
Q
Q3
ha
h₁ = 6 m
Design a simply supported one-way pavement slab for a factored applied moment, Mu = 10 ft-
kip. Use f c’ = 5,000 psi and f y = 60,000 psi. The slab is in permanent contact with soil.
Hint:
• Estimate a minimum slab thickness for deflection control.
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20. In a deterministic queue, suppose vehicle arrive at a rate of 100 vph for the first hour and 60 vph for the
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Structural Analysis, Si Edition (mindtap Course List)
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