16 9 Ans L U2 144 22 K Lol 49 05 All Areas Are Equal 70 K 80 K 80 K 20 1 No Joint At Intersection Of Diagonals 1 (56.1 KiB) Viewed 58 times
Use the method of consistent displacement
and compute the reactions and member forces of truss
16.9 (Ans. L,U2=--144.22 k, LOL = 49.05) All areas are equal. 70 K 80 K 80 K 20 1 No joint at intersection of diagonals -30 11 30 ft
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