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 0.55 Awfy 0.85 Awfy 0.65 Awfy 0.75 Awfy 0.55 Awfy 0.85 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Load factor is always less than factor of safety always greater than factor of safety sometimes greater than factor of safety always equal to factor of safety always less than factor of safety always greater than factor of safety sometimes greater than factor of safety always equal to factor of safety ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because it cannot carry the load safely it is uneconomical All of these it is difficult to connect beams to the round sections it cannot carry the load safely it is uneconomical All of these it is difficult to connect beams to the round sections ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following types of riveted joint is free from bending stresses ? butt joint with single cover plate None of these lap joint butt joint with double cover plates butt joint with single cover plate None of these lap joint butt joint with double cover plates 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 60mm 40mm 80mm 100mm 60mm 40mm 80mm 100mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be 27 mm 16 mm 20 mm 24 mm 27 mm 16 mm 20 mm 24 mm ANSWER DOWNLOAD EXAMIANS APP
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