Fundamentals Of Structural Analysis:
5th Edition
ISBN: 9781260083330
Author: Leet, Kenneth
Publisher: MCGRAW-HILL HIGHER EDUCATION
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Question
Chapter 8, Problem 22P
To determine
Find the value of moment at the left end of the beam, if the slope at A is zero.
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Students have asked these similar questions
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 8 Solutions
Fundamentals Of Structural Analysis:
Ch. 8 - Prob. 1PCh. 8 - For the truss in Figure P8.1, compute the vertical...Ch. 8 - Prob. 3PCh. 8 - Prob. 4PCh. 8 - The pin-connected frame in Figure P8.3 is...Ch. 8 - For the pin-connected frame in Figure P8.5, in...Ch. 8 - Prob. 7PCh. 8 - Prob. 8PCh. 8 - Prob. 9PCh. 8 - (a) Compute the horizontal displacement of joint B...
Ch. 8 - Prob. 11PCh. 8 - Prob. 12PCh. 8 - (a) Compute the vertical deflection of joint D...Ch. 8 - Prob. 14PCh. 8 - (a) In Figure P8.15 compute the vertical and...Ch. 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 - If supports A and E in Figure P8.26 are...Ch. 8 - In Figure P8.27 support D is constructed 1.5 in....Ch. 8 - Prob. 28PCh. 8 - Prob. 29PCh. 8 - Compute the vertical displacement of joints B and...Ch. 8 - Prob. 31PCh. 8 - (a) Compute the slope at A and the horizontal...Ch. 8 - Prob. 33PCh. 8 - Prob. 34PCh. 8 - Prob. 35PCh. 8 - Compute the vertical deflection of joint C in...Ch. 8 - Compute the vertical deflection at B and the...Ch. 8 - Prob. 38PCh. 8 - Prob. 39PCh. 8 - Prob. 40PCh. 8 - Prob. 41PCh. 8 - Prob. 43P
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