16.1 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. 90 kN 50 kN E B D +2m++ - 2 m 3 m El = constant

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter15: Slope-deflection Method
Section: Chapter Questions
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16.1 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.
90 kN
50 kN
A
E
B
D
+2m+3
– 2 m3 m-
4 m
m
El = constant
FIG. P16.1
Transcribed Image Text:16.1 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. 90 kN 50 kN A E B D +2m+3 – 2 m3 m- 4 m m El = constant FIG. P16.1
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