16.19 Determine the member end moments and reactions for the frames shown in Figs. P16.19 by using the slope-deflection method. 50 kN/m E D 2 m B E 75 kN+ A 4 m 1 m- 21 E = constant FIG. P16.19

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter15: Slope-deflection Method
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Determine the member end moments and reactions for the frames shown in Figs. P16.19 by using the slope-deflection method.

16.19
Determine the member end moments and reactions for the frames shown in Figs. P16.19 by using the
slope-deflection method.
50 kN/m
E
D
2 m
B E 75 kN+
A
4 m
1 m-
21
E = constant
FIG. P16.19
Transcribed Image Text:16.19 Determine the member end moments and reactions for the frames shown in Figs. P16.19 by using the slope-deflection method. 50 kN/m E D 2 m B E 75 kN+ A 4 m 1 m- 21 E = constant FIG. P16.19
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ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,