Use the method of sections to determine the force in members BD, CD, and CE of the Warren truss described in Problem 408.
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.
Compute the force in each member of the Warren truss shown in Fig. P-408.
The structure in Fig. T-02 is a truss which is pinned to the floor at point A, and supported by a roller at point D. Determine the force to all members of the truss.