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Q1 – 2: The simple truss below has a force equal to P1 applied as shown. Determine the member forces of the truss at BD, BC,P1=2.9 kN

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Q1-2 Answer P = 2.9 kn calculate D suppoort Reactbog 200 c EMA=0 AR -RAY B Pi Rayon om (Reyx12) - (P, X6) -(P, x6 ) = 0 they

-FBc à 15.8) (0530=0 FBC=5.023 KN xN Compression Now take joint i Ery=0 FODE D -FBD + FCD CosGo +EDE sin30°=0 FUR 600 - FBD +

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