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Question 1) (L.0.6.1-4): Using the force method, draw the bending moment, shear force and axial force diagrams for the struct

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force method &z Mman 292 Q1 Dsa 4-3 take Ve as redundant force q a VC 4 AEC MA 29 → Primary determinate structure HA when ve

a ad due to vo 2 29 VR.Rdx Et +2V9.29 cx 0 EL 0 8 93 Vc + 403 Vc 3 Es ET 2093 Vc 3ES By compatibility equation e Jane + ec] t

shear force B diagram 0.65qa? 7oz 2108599 S.FI SFL= q* 10 A Arial force diagram: - L to AF, zo AF = 0.6599 {tensile tr А 0659

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