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 |A 3 m B 3 m- C E=200 GPa 1=3,250 (106) mm4 3 m
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 |A 3 m B 3 m- C E=200 GPa 1=3,250 (106) mm4 3 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use 3 Decimal places
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
|A
3 m
B
3 m-
C
E=200 GPa
1=3,250 (106) mm4
3 m
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