Design of Steel Structure The minimum thickness of plates in a steel stack should be 7 mm 9 mm 6 mm 8 mm 7 mm 9 mm 6 mm 8 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends only on the ultimate stress of the material both on the yield stress and ultimate stress of material only on the yield stress of the material only on the geometry of the section only on the ultimate stress of the material both on the yield stress and ultimate stress of material only on the yield stress of the material only on the geometry of the section ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened column is increased by 10% 5% 20% 15% 10% 5% 20% 15% 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 125 t2/h 75 t2/h 125 t3/h2 175 t2/h 125 t2/h 75 t2/h 125 t3/h2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by tie plates perforated cover plates battening lacing tie plates perforated cover plates battening lacing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Horizontal shear only C. Both (A) and (B) None of these Vertical load only Horizontal shear only C. Both (A) and (B) None of these Vertical load only ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS