Design the suitable unequal double angle section

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Reference no: EM132637302

Q.1 Design the suitable unequal double angle section to carry factored tensile load of 500 kN. Using fillet weld.

Q.2 Check the adequacy of an ISA 90 60 6 @ 6.8kg/m to carry axial tensile load of 150 kN for yielding and block shear only. Assume angle is connected to 8mm thick gusset plate by 4 nos of M20 black bolts of 4.6 grade.

Reference no: EM132637302

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