The tee section shown in Figure is to carry a bending moment of 28.0 kN-m. It is to be mad...

The tee section shown in Figure is to carry a bending moment of 28.0 kN-m. It is to be made of steel plates welded together. If the load on the beam is a dead load, would AISI 1020 hot-rolled steel be satisfactory for the plates?

FIGURE