Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 40° to 70° 30° to 40° 10° to 30° 90° 40° to 70° 30° to 40° 10° to 30° 90° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into 3 zones 6 zones 5 zones 4 zones 3 zones 6 zones 5 zones 4 zones ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.5 d 1.33 d 1.75 d 1.25 d 1.5 d 1.33 d 1.75 d 1.25 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet) 1.5 d 2.0 d 3.0 d 2.5 d 1.5 d 2.0 d 3.0 d 2.5 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.75 kN/m2 0.65 kN/m2 1.35 kN/m2 1.50 kN/m2 0.75 kN/m2 0.65 kN/m2 1.35 kN/m2 1.50 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + full horizontal shear due to wind or earthquake column loads + 2.5% of horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake column loads + 2.5% of horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads horizontal shear due to wind or earthquake only ANSWER DOWNLOAD EXAMIANS APP
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