Design of Steel Structure In moment resistant connections, the moment resistance of riveted connection depends upon Strength of rivets in bearing Shear in rivets Tension in rivets Compression in rivets Strength of rivets in bearing Shear in rivets Tension in rivets Compression in rivets 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 0.85 Awfy 0.65 Awfy 0.75 Awfy 0.55 Awfy 0.85 Awfy 0.65 Awfy 0.75 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of lacing bars should not exceed 120 145 180 100 120 145 180 100 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part) more than d equal to d Any of these less than d more than d equal to d Any of these less than d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads horizontal shear due to wind or earthquake only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing provided in the plane of end posts is called portal bracing top lateral bracing bottom lateral bracing sway bracing portal bracing top lateral bracing bottom lateral bracing sway bracing ANSWER DOWNLOAD EXAMIANS APP
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