Tensile strength of single unequal angle section is calculated as per IS-800: 2007 for two cases:
i) longer leg is connected to gusset plate.
ii) shorter leg is connected to gusset plate.
Which of the strength will be same in both the cases?
1
Design strength due to Rupture of Critical Section
2
Design strength due to Yielding of Gross Section
3
Design strength due to Block Shear
4
None of the above