Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 16, Problem 17P
To determine
Find the member end moments and reactions for the frames.
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Determine the member end moments and reactions for the frames shown in Figs. P17.18 by using the
moment-distribution method.
18 kN/m
B
100 kN-m
5 m
El = constant
E = 200 GPa
1= 1360(106) mm*
A
5 m
- 5m
FIG. P17.18, P17.22
17.17 through 17.20 Determine the member end moments
and reactions for the frames shown in Figs. P17.17-P17.20
by using the moment-distribution method.
25 kN/m
D
C
3 m
+ 75 kN
+|B
El = constant
E = 200 GPa
I= 400(106) mm4
3 m
9 m
FIG. P17.17, P17.21
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. by using the moment-distribution method.
Chapter 16 Solutions
Structural Analysis
Ch. 16 - Prob. 1PCh. 16 - Prob. 2PCh. 16 - Prob. 3PCh. 16 - Prob. 4PCh. 16 - Prob. 5PCh. 16 - Prob. 6PCh. 16 - Prob. 7PCh. 16 - Prob. 8PCh. 16 - Prob. 9PCh. 16 - Prob. 10P
Ch. 16 - Prob. 11PCh. 16 - Prob. 12PCh. 16 - Prob. 13PCh. 16 - Prob. 14PCh. 16 - Prob. 15PCh. 16 - Prob. 16PCh. 16 - Prob. 17PCh. 16 - Prob. 18PCh. 16 - Prob. 19PCh. 16 - Prob. 20PCh. 16 - Prob. 21PCh. 16 - Prob. 22PCh. 16 - Prob. 23PCh. 16 - Prob. 24PCh. 16 - Prob. 25PCh. 16 - Prob. 26PCh. 16 - Prob. 27PCh. 16 - Prob. 28PCh. 16 - Prob. 29PCh. 16 - Prob. 30PCh. 16 - Prob. 31P
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