Problem 2. Determine the forces in the members of the roof truss shown. Show your complete solution. 500KN 60% A 60° 60 500KN B.

h.w 2 Problems: 1. The cantilever truss in Figure is hinged at D and E. Find the force in each member. 1000 N Answer: FAB 2000 N tension FAC 1732.05 N compression FBC=866.02 N compression FBD = 2500 N tension Fco 2020.72 N tension FCE 3175.42 N compression

QUESTION 1) The cross sectional Е, A, Е, А, areas of the KM and MR intervals are A1 = 400 mm? and A2 respectively. Both sections are made = 200 mm², from the same material that has elastic L. M N R K modulus ofE = 200 GPa. If the gap in figure is 8-5mm and the axial forces are Pi = 120 kN and P2 1m 2m 2m 1m = 80 kN; a) Calculate the support reactions. b) Draw the axial force diagram.

Hello, I need help wityh part 2 of this question - the correct answer is 7.1KN compression but I can't get to that answer