Design of Steel Structure A circular column section is generally not used in actual practice because it cannot carry the load safely it is difficult to connect beams to the round sections All of these it is uneconomical it cannot carry the load safely it is difficult to connect beams to the round sections All of these it is uneconomical ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Horizontal shear only None of these Vertical load only C. Both (A) and (B) Horizontal shear only None of these Vertical load only C. Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle) lesser of 200 mm and 161 lesser of 200 mm and 12 t lesser of 300 mm and 32 t lesser of 3 00 mm and 24 t lesser of 200 mm and 161 lesser of 200 mm and 12 t lesser of 300 mm and 32 t lesser of 3 00 mm and 24 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.25 d 1.33 d 1.75 d 1.5 d 1.25 d 1.33 d 1.75 d 1.5 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is constant curvature for all moments linear parabolic constant moment for all curvatures constant curvature for all moments linear parabolic constant moment for all curvatures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISLB ISWB ISHB ISMB ISLB ISWB ISHB ISMB ANSWER DOWNLOAD EXAMIANS APP
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