13.If the bending moment demand on the beam is M* = 200kNm, what is the ratio of the demand to capacity: M*/φM_n =?

Problem 2 (iv):  What is the required length of the weld on the side with the leg for member 2, L₂? (mm)

Problem 1 (vi):  If the minimum fillet weld size is used, what is the required plate overlap length, L, based on the weld strength demand?

Problem 1 (v): What is the maximum fillet weld size, t_w,max? (mm)

Problem 2 (iii):  What is the total length of weld required, L_w, on member 2? (on one side) (mm)

Problem 1 (ii):  What is the required thickness of the tension plate based on the yielding of the gross area, t_p,req? (mm)

Problem 2 (ii):  From the joint equilibrium, what is the factored axial force, N₄*? (kN)

Problem 1 (i): What is the required thickness of the tension plate based on the fracture on the net area, t_p,req? (mm)

Problem 1 (iii): What is the minimum standard plate thickness, t_p? (mm)

Problem 1 (vii):  If the plate overlap length, L, in Part (f) is used, what is the block shear strength of the gusset plate, ϕN?