SUSTAINABLE ENERGY (LL)
SUSTAINABLE ENERGY (LL)
2nd Edition
ISBN: 9780357667224
Author: DUNLAP
Publisher: CENGAGE L
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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
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