The Warren truss loaded as shown in Fig. P-418 is supported by a roller at C and a hinge at G. By the method of sections, compute the force in the members BC, DF, and CE.
Using the method of sections, determine the force in members BD, CD, and CE of the roof truss shown in Fig. P-417.
The structure shown in Figure T-07 is pinned to the floor at A and H. Determine the magnitude of all the support forces acting on the structure and find the force in member BF.
The truss in Fig. T-04 is pinned to the wall at point F, and supported by a roller at point C. Calculate the force (tension or compression) in members BC, BE, and DE.
The roof truss shown in Fig. T-03 is pinned at point A, and supported by a roller at point H. Determine the force in member DG.
From the truss in Fig. T-01, determine the force in mebers BC, CE, and EF.
Determine the force in each member of the Pratt roof truss shown in Fig. P-410.
In the cantilever truss shown in Fig. P-407, compute the force in members AB, BE, and DE.
The cantilever truss in Fig. P-406 is hinged at D and E. Find the force in each member.