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?

• A. Design strength due to Rupture of Critical Section
• B. Design strength due to Yielding of Gross Section
• C. Design strength due to Block Shear
• D. None of the above