Design of Steel Structure Lacing bars in a steel column should be designed to resist Shear force due to 2.5% of the column load 2.5% of the column load Both (A) and (B) Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load 2.5% of the column load Both (A) and (B) Bending moment due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of lacing bars should not exceed 120 180 145 100 120 180 145 100 ANSWER DOWNLOAD EXAMIANS APP
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 between 0.5 and 1.0 0 0.5 1.0 between 0.5 and 1.0 0 0.5 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 200 mm and 12 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t lesser of 300 mm and 32 t lesser of 200 mm and 12 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t lesser of 300 mm and 32 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and axial forces Shear and bending forces Axial forces Axial and bending forces Shear and axial forces Shear and bending forces Axial forces Axial and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure compression force in two end posts The pin of a rocker bearing in a bridge is designed for bearing and bending bearing and shear bearing, shear and bending bending and shear bearing and bending bearing and shear bearing, shear and bending bending and shear ANSWER DOWNLOAD EXAMIANS APP
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