Determine the design tensile capacity N" of the connections shown in Fig. All plates are of Grade 300 steel and the PFC sections of Grade 300PLUS...

Determine the tensile capacity of the connections.

Determine the design tensile capacity N“ of the connections shown in Fig. 3. All plates are ofGrade 300 steel and the PFC sections of Grade 300PLUS steel. (Hint: both PFCs and plates should be considered)