A column section ISHB 350 @ 661.2 N/m carries a factored axial compressive load of 2000 kN and factored bending moment of 100 kN-m the thickness of the base plate is 30 mm. Calculate moment capacity of the base plate for 410-grade steel?
1
25.63 kNmm
2
35.65 kNmm
3
40.91 kNmm
4
49.2 kNmm