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For the trusses using the flexibility method to solve the problem Selecting the horizontal reactions at C as redundant (Cx) A

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Given A = 1000 mm E - 200 Gpo: 2 x 10 ton Tension + (1) compression (-1(c) Given assume horizontal reochon as 0 : Tan redunda-AE unit load at caladation of forces in member by applying Ċ in horizontal direction IMAO Re [16] =166) R = 0.375 KN Tensiun(x ) :-[5] [6] . 15.656 AC (+747 AE 747 15.656 (x) = 47.713 Calwahon of eaction 55.657 at joint A B HA 36-5640 -69.526 H 10 1

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