benm shown, a.wite ens. and draw the shear force and bending moment diagrems. h Ae eading stmssilistribullon at section of mn. B.BA: C. draw sh ear Stress distribution at section of max. shiear force. Ans. 20 . Mmny. 24IN.m, = 89.8 , dt : 161.1 MP 12 KN/m Vmny. = 18KN, Tzo,0.48, 5.69,0 3m 3m loo - lo 10
benm shown, a.wite ens. and draw the shear force and bending moment diagrems. h Ae eading stmssilistribullon at section of mn. B.BA: C. draw sh ear Stress distribution at section of max. shiear force. Ans. 20 . Mmny. 24IN.m, = 89.8 , dt : 161.1 MP 12 KN/m Vmny. = 18KN, Tzo,0.48, 5.69,0 3m 3m loo - lo 10
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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