Construction Management, 5th Edition
5th Edition
ISBN: 9781119425731
Author: Daniel W. Halpin
Publisher: WILEY
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Chapter 5, Problem 10RQE
To determine
Find the tax that a person has to pay if incorporated as a closely held corporation and receives a dividend of
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For the gravity concrete dam shown in the figure, The following data are available: (20 Pts.)
-Unit weight of concrete (Yconc) = 2.4 ton/m³
-Vertical down ward earth quake factor (Kv) = 0.1
-Neglect Wave pressure, silt pressure and ice force
-The wind velocity (V) = 45 Km/hr
-Straight length of water expanse (F) = 75 Km, μ= 0.7
Solve on paper with table
Find factor of safety against sliding and overturning (F.Sslid & F.Sover)
H=70m
3hw
8m
0
80
50
Two plates are welded as shown. The plates are 15mm thick and 400mm wide.Fu=550MPa. Assume that the max size of weld is 1.8mm less than the thickness of plate allowable shear stress 0.3Fu.
1. Find the maximum size of fillet weld.a. 8.8mmb. 9.3mmc. 12.4mmd. 13.2mm
2. Compute the effective area of welda. 5261mmb. 7467mm?c. 7014mm?d. 4978 mm?
3. Find the safe value of P in kNa. 1232.06kNb. 821.37kN c. 1157.31kN d. 868.07kN
How to determine horizontal displacement of a frame
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