Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.33 2.34 2.01 1.0 2.33 2.34 2.01 1.0 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
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) 0.65 Awfy 0.85 Awfy 0.55 Awfy 0.75 Awfy 0.65 Awfy 0.85 Awfy 0.55 Awfy 0.75 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Vertical load only Horizontal shear only None of these C. Both (A) and (B) Vertical load only Horizontal shear only None of these C. Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles are used to reduce the length of connection. All listed here increases shear lag. are unequal angles. are used to reduce the length of connection. All listed here increases shear lag. are unequal angles. ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by None of these providing suitable stiffeners increasing the web thickness increasing the length of the bearing plates None of these providing suitable stiffeners increasing the web thickness increasing the length of the bearing plates ANSWER DOWNLOAD EXAMIANS APP
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