Design of Steel Structure According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as L 0.67 L 0.8 L 1.5 L L 0.67 L 0.8 L 1.5 L 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 C. Both (A) and (B) None of these Vertical load only Horizontal shear only C. Both (A) and (B) None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 50 t 85 t 250 t 200 t 50 t 85 t 250 t 200 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following sections should preferably be used at places where torsion occurs? Channel section Box type section Angle section Any of these Channel section Box type section Angle section Any of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following types of riveted joint is free from bending stresses ? butt joint with double cover plates None of these lap joint butt joint with single cover plate butt joint with double cover plates None of these lap joint butt joint with single cover plate ANSWER DOWNLOAD EXAMIANS APP