For the truss below, compute for the support reactions. (Note that loads are perpendicular with the roof) Also, compute for all member forces. Support reactions and member forces must be justified by computations found on separate sheet I. II. III. 35 KN 10 KN 20° F 70 KN D 20 KN Av = 2.5 m Ah = A E RG = 1.20 m 1.20 m 1.20 m AB = EG = BE= BD = CE= DE= DF= AC = DG = FG= BC =
For the truss below, compute for the support reactions. (Note that loads are perpendicular with the roof) Also, compute for all member forces. Support reactions and member forces must be justified by computations found on separate sheet I. II. III. 35 KN 10 KN 20° F 70 KN D 20 KN Av = 2.5 m Ah = A E RG = 1.20 m 1.20 m 1.20 m AB = EG = BE= BD = CE= DE= DF= AC = DG = FG= BC =
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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