Design of Steel Structure Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet) 2.0 d 3.0 d 1.5 d 2.5 d 2.0 d 3.0 d 1.5 d 2.5 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.25 d 1.33 d 1.75 d 1.5 d 1.25 d 1.33 d 1.75 d 1.5 d 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) 125 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h 175 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be 16 mm 27 mm 20 mm 24 mm 16 mm 27 mm 20 mm 24 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is 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 not prohibited permitted between two parts of the lacing 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 161 mm 162 mm 163 mm 160 mm 161 mm 162 mm 163 mm 160 mm ANSWER DOWNLOAD EXAMIANS APP
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