Determine the maximum shear in KN-m for the beam. Use the method of consistent deformations. Select the reaction at the roller support to be the redundant. 60 kN 100 KN A D B с 3 m 3 m 3 m E = 200 GPa I = 3,250 (10^3) MM^4 Answer in absolute value and two decimal places

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter15: Slope-deflection Method
Section: Chapter Questions
Problem 21P: Solve Problem 15 .17 for the loading shown in Fig. P15.17 and a settlement of 50 mm at support D....
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Determine the maximum shear in KN-m for the beam. Use the method of consistent deformations. Select the reaction at the roller support to be the redundant. 60 kN 100 KN A D B с 3 m 3 m 3 m E = 200 GPa I = 3,250 (10^3) MM^4
Answer in absolute value and two decimal places

60 kN
100 kN
IA
B
C
-3 m-
-3 m-
-3 m-
E = 200 GPa
I = 3,250 (106) mm4
FIG. P13.1, P13.5, P13.49
Transcribed Image Text:60 kN 100 kN IA B C -3 m- -3 m- -3 m- E = 200 GPa I = 3,250 (106) mm4 FIG. P13.1, P13.5, P13.49
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