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Question 1 Determine the force P and the axial forces in members FG and FH of the truss structure shown, when member AB is un

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Answer #1

AB is consider in compression, 6000lb. point aj considering remaining member - in tension - EEx=0 | Efy=0 [FAL =oj Jove =600

Tonsider point-K 1600) INSO 3000 [Consider Fee = 1600 point- tanse = 10 = $ otas (<4) = 51.34 Efx to -Forcoso F6058 = -100 C

consider point -B EFx=0 FB & FB LCSO zo Fax = - 1280.6265(51-34 For = -80 lb V F 9E-1280.62 FAR=-3000 FBC-FAB - Fosino = 0 FB

consider point-G Efx=0 800 FSH =-FGT Cos(51.34) =-800 Cas(51-34) 3-soolo FGI EI=2000 Efyzo FFG = FG sin (31:34) + fas - Soosi

I hope this will help you.

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