Structural Analysis, Student Value Edition
Structural Analysis, Student Value Edition
10th Edition
ISBN: 9780134622088
Author: HIBBELER, Russell C.
Publisher: PEARSON
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Chapter 3, Problem 3.1PP
To determine

Forces in each member due to dead load, snow and ice loads.

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5-18 Determine the maximum service live load that the column shown in Figure P5-18 can support if the live load is twice the dead load. (Lc)x = KxLx = 24 ft, (Lc)y = KyLy = 16 ft = 36 ksi. Solve by LRFD and ASD methods. and Fy Figure P5-18 C6×13 C6×13 PLX14X4
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2nd monthly 4th. Year- exam Hydraulic Structures 9/12/201 QL Check the floor thickness the cutoff depths and the horizontal floor length for the given regulator using Lane's method. u/s. W.L. u/s. B.L 24.25 = 20.50 m x Discharge Q = 60 m³/s Waterway S = Duis 3.5 m 10 m Distance from u/s pile line Cd = 0.9 C = 6.5 Concrete floor thickness. D/S.W.L.. D/S. B.L. 24.00 th = 19.65 m u/s. canal bed width = 15 m Horizontal floor length L₁ = 51 m D 6m to the gate silt factor f under the gate 9.0m = 0.7 beginning' · of floor. at at end 2.4 ton / m³ 3m 1 = m I m Fronc Q.2. What is the function of 0 u/s cutoff 4 Fish ladder ③ D/S cutoff Lock The flow net Intermediate oile Al-Mansour University College U/S guid bank
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