Ana ly ze th e s ta tic a lly in de te rm in a te shown b y th e slope - beam de fle c tio n m e th od. D raw shear and b ending -mom ent diagram s. Sketch the de fo rm ed struc tu re. Conditio n of supports : A is fix ed, B is hinge, C is hinge. No te: Find th e values of M AB, MBA, MBC, M CB, 8A, 0B, and ec. Indica te if it is zero. P A 3 lc 2 lc B DATA P w ft ft kip ft k/ft 12 20 6 3 16 3.1
Ana ly ze th e s ta tic a lly in de te rm in a te shown b y th e slope - beam de fle c tio n m e th od. D raw shear and b ending -mom ent diagram s. Sketch the de fo rm ed struc tu re. Conditio n of supports : A is fix ed, B is hinge, C is hinge. No te: Find th e values of M AB, MBA, MBC, M CB, 8A, 0B, and ec. Indica te if it is zero. P A 3 lc 2 lc B DATA P w ft ft kip ft k/ft 12 20 6 3 16 3.1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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