Structural Analysis, SI Edition
6th Edition
ISBN: 9780357030981
Author: Aslam Kassimali
Publisher: Cengage Learning US
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Chapter 9, Problem 6P
To determine
Find the maximum positive and negative shears and the maximum positive and negative bending moments at point C.
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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
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
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Chapter 9 Solutions
Structural Analysis, SI Edition
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