Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.25 d 1.75 d 1.33 d 1.5 d 1.25 d 1.75 d 1.33 d 1.5 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) ±0.7p ± 0.5 p zero ±0.2p ±0.7p ± 0.5 p zero ±0.2p ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In moment resistant connections, the moment resistance of riveted connection depends upon Strength of rivets in bearing Tension in rivets Shear in rivets Compression in rivets Strength of rivets in bearing Tension in rivets Shear in rivets Compression in rivets ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet) 2.0 d 3.0 d 2.5 d 1.5 d 2.0 d 3.0 d 2.5 d 1.5 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Axial and bending forces Shear and bending forces Shear and axial forces Axial forces Axial and bending forces Shear and bending forces Shear and axial forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 1000 mm 600 mm 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP