Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Shear force in rafter Axial force in rafter Deflection of rafter Bending moment in rafter Shear force in rafter Axial force in rafter Deflection of rafter Bending moment in rafter ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.34 1.0 2.01 2.33 2.34 1.0 2.01 2.33 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) 175 t2/h 75 t2/h 125 t2/h 125 t3/h2 175 t2/h 75 t2/h 125 t2/h 125 t3/h2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate) 3t 8t 4t 6t 3t 8t 4t 6t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be reduced by 33.3% increased by 33.3 % reduced by 25 % increased by 25 % reduced by 33.3% increased by 33.3 % reduced by 25 % increased by 25 % 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 40° to 70° 90° 10° to 30° 30° to 40° 40° to 70° 90° 10° to 30° 30° to 40° ANSWER DOWNLOAD EXAMIANS APP
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