Use the method of consistent displacement
and compute the reactions and member forces of truss
16.7 (Ans. Vl=49.0k 1, UU,=-61.25 k, UL,= -113.6 k) 30 K 4 4 2 2 (2) (2 © 2017 4 30 K 60 K -3 at 25 ft = 75 it
16.7 (Ans. Vl=49.0k 1, UU,=-61.25 k, UL,= -113.6 k) 30 K 4 4 2 2 (2) (2 © 2017 4 30 K 60 K -3 at 25 ft = 75 it
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16.7 (Ans. Vl=49.0k 1, UU,=-61.25 k, UL,= -113.6 k) 30 K 4 4 2 2 (2) (2 © 2017 4 30 K 60 K -3 at 25 ft = 75 it
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