11–15. Figure P11–15 shows a beam supported at its ends by pin joints. The inclined bar at the top supports the right end of the beam but also places an axial compressive force in the beam. Would a standard metric IPE 160 $\times$ 151.4 I-beam shape be satisfactory in this application if it carries 1320 kg at its end? The beam is made from ASTM A36 steel.
1.00 m
2.40 m
1320 kg
FIGURE P11–15
Structure for Problem 11–15.