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Ana ly ze the sta tic a lly in de te rm in a te beam shown b y the s lo pe de fle ctio n me th od. D raw she ar and bending-moment diagrams. Sketch the de form ed stru c tu re. Cond itio n of suppo rts: A is hin ge, B is hin ge, C is hin ge. No te : Find the values of MAB. MBA. MBc. M cB. 0A, 0 ,, and ec. In d ic a te if it is zero. вс. A 3 lc 2 lc B DATA b ft ft kip ft k/ft 17 40 13 3.0

Ana ly ze the sta tic a lly in de te rm in a te beam shown b y the s lo pe de fle ctio n me th od. D raw she ar and bending-moment diagrams. Sketch the de form ed stru c tu re. Cond itio n of suppo rts: A is hin ge, B is hin ge, C is hin ge. No te : Find the values of MAB. MBA. MBc. M cB. 0A, 0 ,, and ec. In d ic a te if it is zero. вс. A 3 lc 2 lc B DATA b ft ft kip ft k/ft 17 40 13 3.0

Structural Analysis
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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Ana ly ze th e s ta tic a lly in de term in a te beam show n b y th e s lo pe - de fle c tio n me thod. D raw shear and bend in g -moment dia gram s. Sketch th e de form ed struc ture. Conditio n of supports: A is hinge, B is hinge, c is h inge. No te : Fin d th e va lues of MAB, M BA: M BC M , 0A, e, and ec. Ind ic a te CB : if it is zero. w A 3 lc 2 lc B DATA a ft ft kip ft k/ft 9 17 40 13 3.0
Transcribed Image Text:Ana ly ze th e s ta tic a lly in de term in a te beam show n b y th e s lo pe - de fle c tio n me thod. D raw shear and bend in g -moment dia gram s. Sketch th e de form ed struc ture. Conditio n of supports: A is hinge, B is hinge, c is h inge. No te : Fin d th e va lues of MAB, M BA: M BC M , 0A, e, and ec. Ind ic a te CB : if it is zero. w A 3 lc 2 lc B DATA a ft ft kip ft k/ft 9 17 40 13 3.0
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