Ana ly ze th e sta tic a lly in de te rm in a te beam sho wn by the slope - de fle c tio n m e th od. D raw shear and ben din g -moment dia grams. Ske tch the de form ed stru c tu re. Cond itio n of supports: A is hinge, B is hinge, C is hinge. Note : Find the va lu es of MAB, MBA, M BC, M cB. 8A, 0B, and ec. Ind ic a te вс if it is zero. 3 lc 2 lc B DATA w ft ft kip ft k/ft 16 36 12 2.6 Required V a lu es Answer D irection MAB ??? MBA ??? ??? M BC ??? M св ??? ??? B ???
Ana ly ze th e sta tic a lly in de te rm in a te beam sho wn by the slope - de fle c tio n m e th od. D raw shear and ben din g -moment dia grams. Ske tch the de form ed stru c tu re. Cond itio n of supports: A is hinge, B is hinge, C is hinge. Note : Find the va lu es of MAB, MBA, M BC, M cB. 8A, 0B, and ec. Ind ic a te вс if it is zero. 3 lc 2 lc B DATA w ft ft kip ft k/ft 16 36 12 2.6 Required V a lu es Answer D irection MAB ??? MBA ??? ??? M BC ??? M св ??? ??? B ???
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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