Section 13.1 13.1 through 13.4 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P13.1–P13.4 using the method of consistent de- formations. Select the reaction at the roller support to be 300 kN 50 kN/m A the redundant. B 60 kN 100 kN 6 m 3 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter15: Slope-deflection Method
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Section 13.1
13.1 through 13.4 Determine the reactions and draw the
shear and bending moment diagrams for the beams shown
in Figs. P13.1–P13.4 using the method of consistent de-
formations. Select the reaction at the roller support to be
300 kN
50 kN/m
the redundant.
60 kN
100 kN
6 m
3 m
A
El = constant
Transcribed Image Text:PROBLEMS Section 13.1 13.1 through 13.4 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P13.1–P13.4 using the method of consistent de- formations. Select the reaction at the roller support to be 300 kN 50 kN/m the redundant. 60 kN 100 kN 6 m 3 m A El = constant
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