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F D В G A E R All members of this truss are 10 feet long. Determine the bar forces CE and DE if P 2000 lb, and R = 3000 lb 10
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B D F Suppoat Recatione 2000 3000 Degree deterincy m=2J-R = 2(7)-3 M = 11 J- 7 114-3 R=3] (R= RAJRG, HQ) So it is stasticallyI choose RITTERS METHOD (Method of sections) I choose a cutting section the CE / pass through DE, DE 2833.3338 2000 3000 316Moment about Eis zero t Singo XIO ME= Rox10 + foFX Sin 60x10 & Sio singo 3166-667 3000 K 10- lo = 3166-667x10 +FDF X8-6602 20Tak Pung moment about a 1x zero: Mą= -3000* 10 + for jox Sin 60 +F DE sin cox 10 0 -3000X10 + 3865 3656.552x1051neo TEE singo

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