Design of Steel Structure The risk coefficient k, depends on None of these mean probable design life of structures basic wind speed both (a) and (b) None of these mean probable design life of structures basic wind speed both (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Diameter of a bolt hole is usually taken as nominal diameter of bolt nominal diameter + 2.0 mm nominal diameter + 1.5 mm gross diameter of bolt nominal diameter of bolt nominal diameter + 2.0 mm nominal diameter + 1.5 mm gross diameter of bolt 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 web crippling due to excessive bearing stress can be avoided by providing suitable stiffeners increasing the length of the bearing plates None of these increasing the web thickness providing suitable stiffeners increasing the length of the bearing plates None of these increasing the web thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of plates in a steel stack should be 9 mm 7 mm 8 mm 6 mm 9 mm 7 mm 8 mm 6 mm 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 300 mm and 32 t lesser of 3 00 mm and 24 t lesser of 200 mm and 12 t lesser of 200 mm and 161 lesser of 300 mm and 32 t lesser of 3 00 mm and 24 t lesser of 200 mm and 12 t lesser of 200 mm and 161 ANSWER DOWNLOAD EXAMIANS APP
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