P1 = 30 kN P2 = 20 kN %3D Wi = 12.5 kN/m Wp = 7.5 kN/m 10.5 kN/m 4.5 kN/m WD = В D 3 m 2.5 m 8 m 10 m
P1 = 30 kN P2 = 20 kN %3D Wi = 12.5 kN/m Wp = 7.5 kN/m 10.5 kN/m 4.5 kN/m WD = В D 3 m 2.5 m 8 m 10 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Draw the shear and moment diagrams given that Ra=110.2 kN, Rb=310.1 kN, Rc=220.6 kN, Ma=-124.5 kN m, Mb =-258.9 kN m, Mc = -160.5 kN m
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