Ana ly ze th es ta tic a lly in de te rm in a tes lo pe -beamshow nbyth ede fle c tio n m e th od. D raw shear and b ending -mom ent dia gram s. Sketch thede form ed stru c tu re. Cond itio n of supports: A is hinge, B is hinge, C ish in ge. No te : Find the va lu es of MAB, M BA, MBC, M cB. 8A, 0B, and ec. Ind ic a teCB :if it is zero.PbA3 lc2 lcBDATAabPftftkipftk/ft1739132.9

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Answered: de fle c tio n m e th od. D raw shear…

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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de fle c tio n m e th od. D raw shear and bending -moment diagram s. Sketch the de form ed stru c tu re. Cond itio n of supp orts: A is hin ge, B is hin ge, C is hin ge. No te : Find the valu es of MAB. M BA, MBC. M cB. oA, 0,, and ec - Ind ic a te if it is zero. 3 lc 2 lc B