Design of Steel Structure If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as 1.0 between 0.5 and 1.0 0 0.5 1.0 between 0.5 and 1.0 0 0.5 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by battening perforated cover plates tie plates lacing battening perforated cover plates tie plates lacing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm) 125 t3/h2 175 t2/h 125 t2/h 75 t2/h 125 t3/h2 175 t2/h 125 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the rivets are subjected to both (a) and (b) only shear stresses None of these only tensile stresses both (a) and (b) only shear stresses None of these only tensile stresses ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is constant moment for all curvatures constant curvature for all moments parabolic linear constant moment for all curvatures constant curvature for all moments parabolic linear 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 None of these Horizontal shear only C. Both (A) and (B) Vertical load only None of these Horizontal shear only C. Both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP