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) 75 t2/h 125 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h 175 t2/h 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 100mm 60mm 80mm 40mm 100mm 60mm 80mm 40mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The number of seismic zones in which the country has been divided are 7 5 8 6 7 5 8 6 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by providing suitable stiffeners increasing the web thickness None of these increasing the length of the bearing plates providing suitable stiffeners increasing the web thickness None of these increasing the length of the bearing plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.55 Awfy 0.85 Awfy 0.75 Awfy 0.65 Awfy 0.55 Awfy 0.85 Awfy 0.75 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by plate thickness size of weld effective throat thickness penetration thickness plate thickness size of weld effective throat thickness penetration thickness ANSWER DOWNLOAD EXAMIANS APP