AT-Shaped beam has a length of L-3.5 m is acted upon by the distributed load as shown which has a maximum intensity of w- 597 N/m Support A is constrained by rollers in a slot which is allows the beam to move freely in the vertical direction but cannot move horizontaly nor can it rotate. Support Bis smooth contact on an incline with proportionality as shown. You can assume that the beam is of negligibie thickness and weight and that al contact is trictioniess. 1/3L 2/3L 主 B 3 A L Determine the following a The magnitude of the equivalent resultant force created by the distributed loads. b. The equivalent location of the resultant force measured from A c The magnitude of the reaction force at support B d. The reaction forces and/or moments at support A
AT-Shaped beam has a length of L-3.5 m is acted upon by the distributed load as shown which has a maximum intensity of w- 597 N/m Support A is constrained by rollers in a slot which is allows the beam to move freely in the vertical direction but cannot move horizontaly nor can it rotate. Support Bis smooth contact on an incline with proportionality as shown. You can assume that the beam is of negligibie thickness and weight and that al contact is trictioniess. 1/3L 2/3L 主 B 3 A L Determine the following a The magnitude of the equivalent resultant force created by the distributed loads. b. The equivalent location of the resultant force measured from A c The magnitude of the reaction force at support B d. The reaction forces and/or moments at support A
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 9.9.7P: The cantilever beam A CB shown in the hgure is subjected to a uniform load of intensity q acting...
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