A prismatic steel beam is shown in the figureP.ACE,IL/32L/3The plastic moment, M, calculated for the collapsemechanism using static method and kinematicmethod is2PL(a) M,* M.'p, kinematic9.%3D'p, static2PL(b) M.= M,9.(b)'p, static'p, kinematic2PL=M,9.(c) Mp. staticNT%3D'p, kinematic2PL%3D(d) MM.'p, kinematic%3Dp, static

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A prismatic steel beam is shown in the figure P. C A B E,I 2L/3 L/3 The plastic moment, M, calculated for the collapse mechanism using static method and kinematic method is (a) M 2PL #M kinematic 9. %3D p, static 2PL (b) M %3D 'p, static 'p, kinematic 2PL = M, 9. (c) Mp, static 'p, kinematic (d) M. 2PL %3D = M, %3D 'p, static 9. 'p, kinematic

A prismatic steel beam is shown in the figure P. C A B E,I 2L/3 L/3 The plastic moment, M, calculated for the collapse mechanism using static method and kinematic method is (a) M 2PL #M kinematic 9. %3D p, static 2PL (b) M %3D 'p, static 'p, kinematic 2PL = M, 9. (c) Mp, static 'p, kinematic (d) M. 2PL %3D = M, %3D 'p, static 9. 'p, kinematic

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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