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 75 t2/h 175 t2/h 125 t2/h 125 t2/h 75 t2/h 175 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the most heavily loaded rivet will be the one which (where, Fa is the load shared by each rivet due to axial load and Fm is the shearing load due to moment in any rivet.) gives the minimum angle between the two forces Fa and Fm gives the maximum angle between the two forces Fa and Fm is at the minimum distance from CG of the rivet group is at the maximum distance from CG of the rivet group gives the minimum angle between the two forces Fa and Fm gives the maximum angle between the two forces Fa and Fm is at the minimum distance from CG of the rivet group is at the maximum distance from CG of the rivet group ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 600 mm 500 mm 1000 mm 300 mm 600 mm 500 mm 1000 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of a column supported throughout its length by a masonry wall is infinity zero 100 10 infinity zero 100 10 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be 40mm 60mm 80mm 100mm 40mm 60mm 80mm 100mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using vertical intermediate stiffener horizontal stiffener at neutral axis None of these bearing stiffener vertical intermediate stiffener horizontal stiffener at neutral axis None of these bearing stiffener ANSWER DOWNLOAD EXAMIANS APP
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