An angle section ISA 100 × 75 × 8 mm of Fe 415 grade of steel is connected to a gusset plate with 4 bolts of 18 mm diameter in a single row as shown in the figure below.
Calculate the block shear strength of the connection (in kN, assuming pitch and end distance being 65 mm and 45 mm respectively).
Enter numerical value using the virtual keypad. Round off where necessary.