The beam shown in Fig. 10.6 (\mathrm{a}) is to be analyzed to determine the member end forces and deflections due to the vertical loading shown. Can the beam be considered to be symmetric for the analysis?
The beam shown in Fig. 10.6 (\mathrm{a}) is to be analyzed to determine the member end forces and deflections due to the vertical loading shown. Can the beam be considered to be symmetric for the analysis?