Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 161 162 163 164 161 162 163 164 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the rivets are subjected to both (a) and (b) None of these only shear stresses only tensile stresses both (a) and (b) None of these only shear stresses only tensile stresses ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following types of riveted joint is free from bending stresses ? None of these butt joint with single cover plate lap joint butt joint with double cover plates None of these butt joint with single cover plate lap joint butt joint with double cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 1.0 mm 2.0 mm 2.5 mm 1.5 mm 1.0 mm 2.0 mm 2.5 mm 1.5 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISHB ISLB ISMB ISWB ISHB ISLB ISMB ISWB ANSWER DOWNLOAD EXAMIANS APP
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 600 mm 1000 mm 500 mm 300 mm 600 mm 1000 mm 500 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
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