I Fur the bcum 'shown, a.ite eas. and draw the shear furce and bending moment dliagre ms . Armu radini, stmssilistribullon at sectien of mnx.B.BM. C. draw shear Stress dlistribution at section ofmax. shear force, Ans. 20 4. Va)=18 -2 x', Mu)= 182-x. b. Mmux.= 24 N.m,= 89.8, dt : 161.1 MPa 12KN/m C. Vmnx. = 18 KN, T:0,0.48, 5.69,0 loo
I Fur the bcum 'shown, a.ite eas. and draw the shear furce and bending moment dliagre ms . Armu radini, stmssilistribullon at sectien of mnx.B.BM. C. draw shear Stress dlistribution at section ofmax. shear force, Ans. 20 4. Va)=18 -2 x', Mu)= 182-x. b. Mmux.= 24 N.m,= 89.8, dt : 161.1 MPa 12KN/m C. Vmnx. = 18 KN, T:0,0.48, 5.69,0 loo
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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