Structural Analysis (MindTap Course List)
5th Edition
ISBN: 9781133943891
Author: Aslam Kassimali
Publisher: Cengage Learning
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Chapter 16, Problem 24P
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
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. by using the moment-distribution method.
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
Chapter 16 Solutions
Structural Analysis (MindTap Course List)
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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- Determine the reactions and draw the shear and bending moment diagrams for the beams shownin Fig. P16.14 by using the moment-distribution method.arrow_forward17.8 through 17.14 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P17.8-P17.14 by using the moment-distribution method. 20 kN/m 60 kN A E B D +4m+-4 m- 8m 8 m- El = constant E = 70 GPa 1= 800 (106) mm4 FIG. P17.9, P17.15arrow_forward16.1 through 16.5 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.1-P16.5 by using the slope-deflection method. 50 kN/m LB 5 m 3 m E = 200 GPa I = 1000 (10°) mm* FIG. P16.5arrow_forward
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