Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 30° to 40° 10° to 30° 90° 40° to 70° 30° to 40° 10° to 30° 90° 40° to 70° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using horizontal stiffener at neutral axis vertical intermediate stiffener bearing stiffener None of these horizontal stiffener at neutral axis vertical intermediate stiffener bearing stiffener None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Diameter of a bolt hole is usually taken as gross diameter of bolt nominal diameter of bolt nominal diameter + 1.5 mm nominal diameter + 2.0 mm gross diameter of bolt nominal diameter of bolt nominal diameter + 1.5 mm nominal diameter + 2.0 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method of plastic analysis satisfies mechanism and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions equilibrium and plastic moment conditions 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) more than d less than d equal to d Any of these more than d less than d equal to d Any of these 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) 0.75 Awfy 0.65 Awfy 0.55 Awfy 0.85 Awfy 0.75 Awfy 0.65 Awfy 0.55 Awfy 0.85 Awfy ANSWER DOWNLOAD EXAMIANS APP
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