Structural Analysis, Student Value Edition
10th Edition
ISBN: 9780134622088
Author: HIBBELER, Russell C.
Publisher: PEARSON
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Question
Chapter 3, Problem 3.19P
To determine
The force in members AE, BE and BC of the truss and to indicate if the members are in tension or compression.
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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
Please answer the question in the picture, show all of you work in pictures and handwritten.
2nd monthly
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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
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Chapter 3 Solutions
Structural Analysis, Student Value Edition
Ch. 3 - Classify each of the following trusses as...Ch. 3 - Prob. 3.2PCh. 3 - Prob. 3.3PCh. 3 - Prob. 3.4PCh. 3 - Prob. 3.5PCh. 3 - Prob. 3.6PCh. 3 - Prob. 3.7PCh. 3 - Prob. 3.8PCh. 3 - Prob. 3.9PCh. 3 - Prob. 3.10P
Ch. 3 - Prob. 3.11PCh. 3 - Prob. 3.12PCh. 3 - Prob. 3.13PCh. 3 - Prob. 3.14PCh. 3 - Prob. 3.15PCh. 3 - Prob. 3.16PCh. 3 - Prob. 3.17PCh. 3 - Prob. 3.18PCh. 3 - Prob. 3.19PCh. 3 - Prob. 3.20PCh. 3 - Prob. 3.21PCh. 3 - Prob. 3.22PCh. 3 - Prob. 3.23PCh. 3 - Prob. 3.24PCh. 3 - Prob. 3.25PCh. 3 - Prob. 3.26PCh. 3 - Prob. 3.27PCh. 3 - Prob. 3.28PCh. 3 - Prob. 3.29PCh. 3 - Prob. 3.30PCh. 3 - Prob. 3.31PCh. 3 - Prob. 3.32PCh. 3 - Prob. 3.33PCh. 3 - Prob. 3.34PCh. 3 - Prob. 3.35PCh. 3 - Prob. 3.36PCh. 3 - Prob. 3.37PCh. 3 - Prob. 3.38PCh. 3 - Prob. 3.39PCh. 3 - Prob. 3.40PCh. 3 - Prob. 3.41PCh. 3 - Prob. 3.42PCh. 3 - Prob. 3.43PCh. 3 - Prob. 3.44PCh. 3 - Prob. 3.45PCh. 3 - Prob. 3.1PP
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