The truss shown in Fig. 10.5 (\mathrm{a}) is to be analyzed to determine its member axial forces and deflections due to a general system of loads acting at the joints. Can the truss be considered to be symmetric for such an analysis?
The truss shown in Fig. 10.5 (\mathrm{a}) is to be analyzed to determine its member axial forces and deflections due to a general system of loads acting at the joints. Can the truss be considered to be symmetric for such an analysis?