100 kN C 21

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Determine the member end moments and reactions for the frames shown in Figs. P16.17–P16.20 by using the slope-deflection method 100 KN 37.5KN/M

37.5 kN/m
100 kN
21
D
E = constant
I
I
6 m
%3D
A
В
8 m
Transcribed Image Text:37.5 kN/m 100 kN 21 D E = constant I I 6 m %3D A В 8 m
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