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 125 t3/h2 175 t2/h 75 t2/h 125 t2/h 125 t3/h2 175 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Four times the weld size Weld size Two times the weld size Six times the weld size Four times the weld size Weld size Two times the weld size Six times the weld size ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is not prohibited permitted between two parts of the lacing permitted at start and end of lacing system only prohibited not prohibited permitted between two parts of the lacing permitted at start and end of lacing system only prohibited ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Vertical load only C. Both (A) and (B) Horizontal shear only None of these Vertical load only C. Both (A) and (B) Horizontal shear only None of these 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 2.5 d 3.0 d 2.0 d 1.5 d 2.5 d 3.0 d 2.0 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure compression force in two end posts The pin of a rocker bearing in a bridge is designed for bending and shear bearing and shear bearing and bending bearing, shear and bending bending and shear bearing and shear bearing and bending bearing, shear and bending ANSWER DOWNLOAD EXAMIANS APP
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