17.8 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. 15 kN/m B D - 6 6 m - 6 m El = constant – 6m- - 6 6 m - FIG. P17.13

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter15: Slope-deflection Method
Section: Chapter Questions
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17.8 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.
15 kN/m
E
B
C
D
- 6 m - 6 m-- 6 m
El = constant
FIG. P17.13
Transcribed Image Text:17.8 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. 15 kN/m E B C D - 6 m - 6 m-- 6 m El = constant FIG. P17.13
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ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,