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II Review Consider the truss shown in (Figure 1). Set Pi =5 kN. P. = 9 KN, Ps 13 kN. Part A Determine the force in member BCFBE = Value FBE = Units Submit Request Answer Part C igure (< 1 of 1 > Determine the force in member EF of the truss and stat

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Stepti P₂ = 15 kn Ay 3m P = 5KN in P2 = 9 KN 3m Replace supports by reaction, Ax , Ay are support reactions due to hinge Dy iSubstitute Oy - 103 Oy = 12 KN Oy in equation is Ay+12= 14 [Ay = 2 kN] Step 3: Cut the truss in such a way that the section sžH=0 13+ For + FBE Cos 45 + Foc -13 = 0 FER + 352 x 1 / + FBc :o Fer + Fec :-3 kN) – (a) E MB=0 = 0 Ex3 + 13×3 + 2x3 FEF -45please give a like.

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