Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 10° to 30° 40° to 70° 30° to 40° 90° 10° to 30° 40° to 70° 30° to 40° 90° 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 175 t2/h 125 t2/h 75 t2/h 125 t2/h 175 t2/h 125 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is permitted between two parts of the lacing permitted at start and end of lacing system only not prohibited prohibited permitted between two parts of the lacing permitted at start and end of lacing system only not prohibited prohibited ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part) less than d Any of these more than d equal to d less than d Any of these more than d equal to d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The portal bracing in a truss bridge is used to Prevent the sides-way buckling of top chord Keep the rectangular shape of the bridge cross-section Stiffen the structure laterally Transfer load from top of end posts to bearings Prevent the sides-way buckling of top chord Keep the rectangular shape of the bridge cross-section Stiffen the structure laterally Transfer load from top of end posts to bearings 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 0.65 Awfy 0.85 Awfy 0.75 Awfy 0.55 Awfy 0.65 Awfy 0.85 Awfy 0.75 Awfy ANSWER DOWNLOAD EXAMIANS APP
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