160 kN 30 kN/m 15 kN/m E A B „D - 3 m- -3 m- -3 m- -6 m- El = constant

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 reactions and draw the shear and bending moment diagrams for the beams by using the slope-deflection method.

160 kN
30 kN/m
15 kN/m
E
A
-6 m-
- 3 m-
-3 m-
-3 m-
El = constant
Transcribed Image Text:160 kN 30 kN/m 15 kN/m E A -6 m- - 3 m- -3 m- -3 m- El = constant
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