1. Determine the reactions and draw the shear and bending moment diagrams for the beam shown using the method of consistent deformations. Select the reaction at the roller support to be the redundant. 60 kN 100 kN JA B C -3 m- -3 m- -3 m- E = 200 GPa I = 3,250 (10) mm

Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter6: Introduction To Mechanical Properties
Section: Chapter Questions
Problem 6.3P: Compare the engineering and true secant elastic moduli for the natural rubber in Example Problem 6.2...
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1. Determine the reactions and draw the shear and bending moment diagrams for the beam shown
using the method of consistent deformations. Select the reaction at the roller support to be the
redundant.
60 kN
100 kN
JA
B
C
-3 m-
-3 m-
-3 m-
E = 200 GPa
I = 3,250 (10) mm
Transcribed Image Text:1. Determine the reactions and draw the shear and bending moment diagrams for the beam shown using the method of consistent deformations. Select the reaction at the roller support to be the redundant. 60 kN 100 kN JA B C -3 m- -3 m- -3 m- E = 200 GPa I = 3,250 (10) mm
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