The beam is fixed at A and supported by a roller at B, and is under a uniform load of 0.5 kips/ft.The beam AB has a plastic moment capacity of 200 ft-kips. Given that the first plastic hinge willIform at A, determine the location of the second plastic hinge from A and the ultimate load factorPu that would cause collapse of the beam. Use the equilibrium method.k0.5 k/ft20 ftB

Given: Plastic moment capacity, Mp = 200 kips-ft To find: The location of the plastic hinge from A…

The beam is fixed at A and supported by a roller at B, and is under a uniform load of 0.5 kips/ft. The beam AB has a plastic moment capacity of 200 ft-kips. Given that the first plastic hinge will form at A, determine the location of the second plastic hinge from A and the ultimate load factor Pu that would cause collapse of the beam. Use the equilibrium method. 0.5 k/ft 20 ft B

The beam is fixed at A and supported by a roller at B, and is under a uniform load of 0.5 kips/ft. The beam AB has a plastic moment capacity of 200 ft-kips. Given that the first plastic hinge will form at A, determine the location of the second plastic hinge from A and the ultimate load factor Pu that would cause collapse of the beam. Use the equilibrium method. 0.5 k/ft 20 ft B

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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