Design of Steel Structure A circular column section is generally not used in actual practice because All of these it is difficult to connect beams to the round sections it is uneconomical it cannot carry the load safely All of these it is difficult to connect beams to the round sections it is uneconomical it cannot carry the load safely ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is (i), (ii) and (iii) both (i) and (iii) only (i) both (i) and (ii) (i), (ii) and (iii) both (i) and (iii) only (i) both (i) and (ii) 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 0.75 Awfy 0.85 Awfy 0.55 Awfy 0.65 Awfy 0.75 Awfy 0.85 Awfy 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 + 2.0 mm nominal diameter + 1.5 mm gross diameter of bolt nominal diameter of bolt nominal diameter + 2.0 mm nominal diameter + 1.5 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 90° 10° to 30° 40° to 70° 30° to 40° 90° 10° to 30° 40° to 70° 30° to 40° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.01 1.0 2.34 2.33 2.01 1.0 2.34 2.33 ANSWER DOWNLOAD EXAMIANS APP
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