Question

P 2 KN 2 m A 60° B B Zoom 3 m

In a simple truss, if each straight member can withstand a maximum of 2 kN, what is the maximum vertical load P allowed at point C?

It would be route 7 at BC

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Answer #1

given P RIN RAH A 60 6600 B F 51 Ro RAND 3m tanto = le Moment at Rox3 PX (stanco 134tanso x2.0. ww RB= P(Z & tan box 2 x 3 3At Joint A RA FAC FAceinfo RAM A 60 RAH FAB FAC corso FAB RA I vertical forcee to RA TEAceinco=0 Ro FAC Ringo fac : &t 13 2x8FABF & 13 At joint B FBC ringo FBC RB Go FBc Coro B T FAB FAB I vertical forces so 11 FBc = – RB sinoo -P 2x8indo W3 singo PFAB – 2 knl - It V3. - P. e P- 283 foc P 2 - - 4 IN (not satisfied) > 28 Foce – P V3 2- 2 Ps - U13 KN FAB: HBP = -1 KN FAC- +

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