Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 300 mm 600 mm 1000 mm 500 mm 300 mm 600 mm 1000 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following sections should preferably be used at places where torsion occurs? Channel section Any of these Box type section Angle section Channel section Any of these Box type section Angle section ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of lacing bars should not exceed 180 145 120 100 180 145 120 100 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) 0.85 Awfy 0.75 Awfy 0.55 Awfy 0.65 Awfy 0.85 Awfy 0.75 Awfy 0.55 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following types of riveted joint is free from bending stresses ? butt joint with double cover plates None of these lap joint butt joint with single cover plate butt joint with double cover plates None of these lap joint butt joint with single cover plate ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In the virtual work method, the virtual quantity is Displacement Moment Load Slope Displacement Moment Load Slope ANSWER DOWNLOAD EXAMIANS APP
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