EBK WATER RESOURCES ENGINEERING
3rd Edition
ISBN: 9781119493167
Author: Mays
Publisher: VST
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Students have asked these similar questions
1. A) Determine the reactions and draw the shear and bending moment diagrams for the beam
shown in Figure 1 using the method of consistent deformation (beam-deflection formulas
attached on the next page).
B) After solving the problem manually, compare the results for reactions, shear force, and
bending moment diagrams with the analysis from SAP2000 (Attach the SAP2000 file and
results as part of your assignment submission).
10 kN/m
30 kN
B
C
A
D
4 m
9 m
6 m
EI=constant
Figure 1. Problem 15.4 of Structural Analysis, 6th Edition, Aslam Kassimali.
2. Draw the approximate shear and bending moment diagrams for all the members of the
frame shown in Figure 2, and compare the shear force and bending moment results with
the analysis from SAP2000.
G
A
10 kN/m
H
10 kN/m
Ꭰ
E
6 m
B
C
6 m
4 m
F
4 m
Figure 2. Problem 12.4 of Structural Analysis, 6th Edition, Aslam Kassimali.
Consider two strata of the same soil material that lie between two channels. The first stratum
is confined and the second one is unconfined, and the water surface elevations in the channels
are 24 and 16 m above the bottom of the unconfined aquifer. What should be the thickness of
the confined aquifer for which
2) the discharge through the confined aquifer is half of that through the unconfined aquifer?
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