For the loaded truss shown in the Figure below, 1. Draw the free body diagram of the truss. 2. Determine the reactions at the external supports A and B. 3. Compute the forces induced in members EC, EF, CF and FB. C 2 m E 2 m B 2 m 4 m 2 m 500 kg
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- The figure shows a three-pin arch. Determine the horizontal component of the pin reaction at A caused by the applied force P.The following figure (5.12 from the text) shows a truss with several zero force members. Identify the seven (7) zero force members in the following list. Hint: make many passes through the truss. Once you find one zero force member you'll find more. Hint 2: You don't need to determine the magnitudes of the reactions, but you do need to determine if any of them are zero. 4 m 4 m 4 m. IF G 3 m 3 m B 40 kN 80 kN K 3 m A 4 m АК AL BJ BK CD СЕ CJ DE EJ FG FI HI O O O O 00000 O O0Figure b shows a truss structure in static equilibrium that is simply supported at A and C. Calculate the reaction forces RA and RC when subjected to vertical loads of 50 kN, 25 kN and 15 kN at nodes D, E & C, respectively.
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