Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) 2d/3 d/2 d/4 d/3 2d/3 d/2 d/4 d/3 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 The bracing provided in the plane of end posts is called portal bracing top lateral bracing sway bracing bottom lateral bracing portal bracing top lateral bracing sway bracing bottom lateral bracing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of top chord area heaviest axle load of engine bottom chord area effective span of bridge top chord area heaviest axle load of engine bottom chord area effective span of bridge ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Horizontal shear only C. Both (A) and (B) Vertical load only None of these Horizontal shear only C. Both (A) and (B) Vertical load only None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Axial and bending forces Axial forces Shear and bending forces Shear and axial forces Axial and bending forces Axial forces Shear and bending forces Shear and axial forces ANSWER DOWNLOAD EXAMIANS APP
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