Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 300 mm 600 mm 500 mm 1000 mm 300 mm 600 mm 500 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm) 75 t2/h 125 t2/h 175 t2/h 125 t2/h 75 t2/h 125 t2/h 175 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle) lesser of 200 mm and 12 t lesser of 300 mm and 32 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t lesser of 200 mm and 12 t lesser of 300 mm and 32 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The capacity of the smallest pressed steel tank is 1650 litre 1950 litre 1000 litre 2450 litre 1650 litre 1950 litre 1000 litre 2450 litre ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 30° to 40° 90° 40° to 70° 10° to 30° 30° to 40° 90° 40° to 70° 10° to 30° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a standard 45° fillet, the ratio of size of fillet to throat thickness is 1 : V2 V2 : 1 1:1 2: 1 1 : V2 V2 : 1 1:1 2: 1 ANSWER DOWNLOAD EXAMIANS APP
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