3. Two beams are supported as shown in the diagram below, each 150mm x 200mm x 6 meters. Beam CD is a cantilever beam carrying a uniformly distributed load of 6 KN/m freely supported on beam AB. Beam AB is freely supported on each ends. E = 13.8 GPa for both beam. Neglect the weight of the beam. a. Compute the reaction at D. b. Compute the deflection at D. c. Compute the bending stress of beam CD. 6 ka lm 6m 6m

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter9: Deflections Of Beams
Section: Chapter Questions
Problem 9.3.20P: -20 Derive the equations of the deflection curve for a cantilever beam AB carrying a uniform load of...
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3. Two beams are supported as shown in the diagram below, each 150mm x 200mm x 6 meters. Beam CD is a
cantilever beam carrying a uniformly distributed load of 6 KN/m freely supported on beam AB. Beam AB is
freely supported on each ends. E = 13.8 GPa for both beam. Neglect the weight of the beam.
a. Compute the reaction at D.
b. Compute the deflection at D.
c. Compute the bending stress of beam CD.
6 ka lm
бт
6m
6m
Transcribed Image Text:3. Two beams are supported as shown in the diagram below, each 150mm x 200mm x 6 meters. Beam CD is a cantilever beam carrying a uniformly distributed load of 6 KN/m freely supported on beam AB. Beam AB is freely supported on each ends. E = 13.8 GPa for both beam. Neglect the weight of the beam. a. Compute the reaction at D. b. Compute the deflection at D. c. Compute the bending stress of beam CD. 6 ka lm бт 6m 6m
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