Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.65 kN/m2 1.50 kN/m2 0.75 kN/m2 1.35 kN/m2 0.65 kN/m2 1.50 kN/m2 0.75 kN/m2 1.35 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffener in a plate girder is used to transfer the load from the top flange to the bottom one decrease the effective depth of web prevent excessive deflection prevent buckling of web transfer the load from the top flange to the bottom one decrease the effective depth of web prevent excessive deflection prevent buckling of web 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 0.5 0 1.0 between 0.5 and 1.0 0.5 0 1.0 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) 200 t 250 t 85 t 50 t 200 t 250 t 85 t 50 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is 60% 50% 30% 40% 60% 50% 30% 40% ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Axial and bending forces Shear and bending forces Axial forces Shear and axial forces Axial and bending forces Shear and bending forces Axial forces Shear and axial forces ANSWER DOWNLOAD EXAMIANS APP
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