Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Chapter 8, Problem 22P
To determine
Draw the influence lines for the shear and bending moment at point E.
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Students have asked these similar questions
Solve
5.
The number of unknowns for the frame shown
using slope deflection method is... Assume
A, B and D are fixed and interior hinge at C
A. Two
B. Four
C. Six
D. Eight
E. None of the above
10 kN
B
Qc
4m
A
3m
+
+
3m
3m
6.
7.
The slope-deflection method was originally developed by Heinrich Manderla and Otto Mohr for the
purpose of studying.
A. secondary stresses in trusses
B. secondary stresses in beams and frames
C. Indeterminate beams and frames analysis
D. Determinate beams and frames analysis
E. None of the above
In structures that have non-parallel end members, the displacement of the members will be.....
A. Similar
B. Different
C. Proportional
D. Zero
E. None of the above.
8.
The magnitude of the fix end moment at A
4k/ft
using slope deflection method equals to
pin
exfix
...........k. ft.
A. 25
B. -25
C. 40
D. -40
E. None of the above.
A
roller
15 ft-
12 f
The magnitude of MBC for the frame shown in question number 3 using slope deflection method equals
Assume El constant for all…
Q2. An isotropic rectangular slab (6 x 8) m is fixed at 3- edges and free at one edge as
shown below. The reinforcement provides a positive yield moment of (10) kN.m/m
and along the fixed edge a negative yield moment (m) of (14) kN.m/ m.
Determine the collapse load if the slab carries a u.d.L. of (w) kN/m² including the
slab own weight.
W
free
C
Gm
fixed
8 m
d
Chapter 8 Solutions
Structural Analysis
Ch. 8 - Prob. 1PCh. 8 - Prob. 2PCh. 8 - Prob. 3PCh. 8 - Prob. 4PCh. 8 - Prob. 5PCh. 8 - Prob. 6PCh. 8 - Prob. 7PCh. 8 - Prob. 8PCh. 8 - Prob. 9PCh. 8 - Prob. 10P
Ch. 8 - Prob. 11PCh. 8 - Prob. 12PCh. 8 - Prob. 13PCh. 8 - Prob. 14PCh. 8 - Prob. 15PCh. 8 - Prob. 16PCh. 8 - Prob. 17PCh. 8 - Prob. 18PCh. 8 - Prob. 19PCh. 8 - Prob. 20PCh. 8 - Prob. 21PCh. 8 - Prob. 22PCh. 8 - Prob. 23PCh. 8 - Prob. 24PCh. 8 - Prob. 25PCh. 8 - Prob. 26PCh. 8 - Prob. 27PCh. 8 - Prob. 28PCh. 8 - Prob. 29PCh. 8 - Prob. 30PCh. 8 - Prob. 31PCh. 8 - Prob. 32PCh. 8 - Prob. 33PCh. 8 - Prob. 34PCh. 8 - Prob. 35PCh. 8 - Prob. 36PCh. 8 - Prob. 37PCh. 8 - Prob. 38PCh. 8 - Prob. 39PCh. 8 - Prob. 40PCh. 8 - Prob. 41PCh. 8 - Prob. 42PCh. 8 - Prob. 43PCh. 8 - Prob. 44PCh. 8 - Prob. 45PCh. 8 - Prob. 46PCh. 8 - Prob. 47PCh. 8 - Prob. 48PCh. 8 - Prob. 49PCh. 8 - Prob. 50PCh. 8 - Prob. 51PCh. 8 - Prob. 52PCh. 8 - Prob. 53PCh. 8 - Prob. 54PCh. 8 - Prob. 55PCh. 8 - Prob. 56PCh. 8 - Prob. 57PCh. 8 - Prob. 58PCh. 8 - Prob. 59PCh. 8 - Prob. 60PCh. 8 - Prob. 61P
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