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) 125 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as 163 mm 161 mm 162 mm 160 mm 163 mm 161 mm 162 mm 160 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened column is increased by 15% 20% 10% 5% 15% 20% 10% 5% ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 10% of wall area 20% of wall area 30% of wall area 50% of wall area 10% of wall area 20% of wall area 30% of wall area 50% of wall area 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 90° 40° to 70° 30° to 40° 10° to 30° 90° 40° to 70° 30° to 40° 10° to 30° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to minimum depth minimum weight maximum weight minimum thickness of web minimum depth minimum weight maximum weight minimum thickness of web ANSWER DOWNLOAD EXAMIANS APP
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