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1 Review Part A Consider the truss shown in (Figure 1). Assume the diagonals can support either a tensile or a compressive fo

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6F 1 чE I Efx 20 An 20 +1 Efgro Aytcy = 15 ASEMA TO Cy x16 - 5x16 -6x8.50 - y = 8k(Q) Ay = 158= 7k Ay=7K(1) Here memben (m) =trs Fjo vt8-550 - U= 3k (J) V -31 on FOB = $(15) 2.5k (7) sac Jomto - For et + Efico For T25 (4) 50 =) Fof= 2k it Efro ago Fc

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