Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 3, Problem 7P
To determine
Calculate the support reactions for the given beam.
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6. The easiest method to solve the beam shown in question number 14 is
A. Force method
B. Slope deflection method
C. Moment distribution method
D. Virtual work method
E. Stiffness matrix method
17. The value of 8 caused by applying CW moment
at A equal to
18.
A.
ML/2E1
B. ML/3E1
C. ML/4E1
D.
ML/6EI
E. None of the above
For the beam shown below, the moment at A
kN.m CCW. Assume P= 8 kN
equals to ........
A. 20
B. 22.5
C. 25
D. 27.5
E. 30
M
L
A
unlocked
joint
end
pin
P
P
P
B
A
1m 1m
2m
2m
19.
The analysis of indeterminate non sway frames using moment distribution method does not need.....
A. Finding stiffness factors of members
B. Finding fix end moments
C. Using compatibility equations
D. Removing redundants
E. Cand D
0. The frame shown is kinematically
6 kN/m
indeterminate to ................ degree. A, C and D
are fixed. E and B are pinned.
A. First
B. Second
C. Third
D. Fourth
E. None of the above
6 m
Sm
7 m
1.
The moment at A using slope deflection
method equals to
10 kN
..... kN. m CCW.
A. 2.5
B. 5
C. 7.5
D.
10
E. None of the above
2m
2m
B
10 kN
+
2m
+
2m
2.
To solve the beam shown using slope
deflection method,.
...... unknowns (s)
25 kN
15 kN/m
should be selected.
A. One
B. Two
fix
C. Three
D. Four
E. None of the above
magnitude of the rotation at B for the
me shown using slope deflection method
quals to
El constant.
A. -162/EI
B.
-162 El
C. 40/El
D. -40 El
E.
0.3 radian
B
A
3 m
3 m
-4 m-
4k/ft
roller
A fix
18 ft.
To solve the beam shown using slope
deflection method,
should be
fix
selected as equilibrium equation (s).
A. MAB+MBA = 0
B. MAB + MBA 0 and MBC=0
C. MBA+MBC = 0
D. MBA+MBC = 0 and MCB=0
E. None of the above
B
fix
fix
9ft
20 kN/m
80 EN
pin
9 m
3 m
roller
Solve
Chapter 3 Solutions
Structural Analysis
Ch. 3 - Prob. 1PCh. 3 - Prob. 2PCh. 3 - Prob. 3PCh. 3 - Prob. 4PCh. 3 - Prob. 5PCh. 3 - Prob. 6PCh. 3 - Prob. 7PCh. 3 - Prob. 8PCh. 3 - Prob. 9PCh. 3 - Prob. 10P
Ch. 3 - Prob. 11PCh. 3 - Prob. 12PCh. 3 - Prob. 13PCh. 3 - Prob. 14PCh. 3 - Prob. 15PCh. 3 - Prob. 16PCh. 3 - Prob. 17PCh. 3 - Prob. 18PCh. 3 - Prob. 19PCh. 3 - Prob. 20PCh. 3 - Prob. 21PCh. 3 - Prob. 22PCh. 3 - Prob. 23PCh. 3 - Prob. 24PCh. 3 - Prob. 25PCh. 3 - Prob. 26PCh. 3 - Prob. 27PCh. 3 - Prob. 28PCh. 3 - Prob. 29PCh. 3 - Prob. 30PCh. 3 - Prob. 31PCh. 3 - Prob. 32PCh. 3 - Prob. 33PCh. 3 - Prob. 34PCh. 3 - Prob. 35PCh. 3 - Prob. 36PCh. 3 - Prob. 37PCh. 3 - Prob. 38PCh. 3 - Prob. 39PCh. 3 - Prob. 40PCh. 3 - Prob. 41PCh. 3 - Prob. 42P
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