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P1 P1 P1 A 00 Ly1 E D Lx2 LX1 * Use the EB is unknown solve this system by Force Method and find internel forces El: Constant

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C 534- Support Reactions EME=0 Rex13.2 -P, (13.2) - P, (8.8) =0 R(13.2) = 3.3/22) Re = 5.34 kary RE+ Re - R+ RE=Pi-Rc 173-3-512:5 5 Fy-o -3.375-34 + Fo Sin 0 - 0 Fool 1.2 2.04 Foo-2.18 1N Pension I Fx =O - Fbc + cocoso = 0 -2.18 FBC 4.4 12-5 FBC - 0.A B FOE - 0.15) Compression Now freeing the entire truss from external loads and unit toad at BE joint c, o joint load, KBC =Member P(KN) K (cm) Del k² к F - Ptkr (KN) AB R--Zpke EIL. -0.17 -0-6 4.0656 8.8 0.36 3.168 0.106 티 O BC -0.77 0 4.4 50.77 .-

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