P1 = 30 kN P2 = 20 kN W, = 12.5 kN/m 7.5 kN/m = 10.5 kN/m = 4.5 kN/m WL WD %3D WD D A 3 m 2.5 m 8 m 10 m
P1 = 30 kN P2 = 20 kN W, = 12.5 kN/m 7.5 kN/m = 10.5 kN/m = 4.5 kN/m WL WD %3D WD D A 3 m 2.5 m 8 m 10 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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
Transcribed Image Text:P1 = 30 kN
P2
= 20 kN
WI = 12.5 kN/m
7.5 kN/m
Wi = 10.5 kN/m
4.5 kN/m
WD
WD =
D
A
3 m
2.5 m
8 m
10 m
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