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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 the redundant. 60 kN 100 kN B -3 m- -3 m- -3 m- E = 200 GPa I = 3,250 (10°) mm FIG. P13.1, P13.5, P13.49

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 the redundant. 60 kN 100 kN B -3 m- -3 m- -3 m- E = 200 GPa I = 3,250 (10°) mm FIG. P13.1, P13.5, P13.49

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 the redundant. 60 kN 100 kN B -3 m- -3 m- -3 m- E = 200 GPa I = 3,250 (10°) mm FIG. P13.1, P13.5, P13.49
Transcribed Image Text: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 the redundant. 60 kN 100 kN B -3 m- -3 m- -3 m- E = 200 GPa I = 3,250 (10°) mm FIG. P13.1, P13.5, P13.49
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