Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Shear force in rafter Axial force in rafter Deflection of rafter Bending moment in rafter Shear force in rafter Axial force in rafter Deflection of rafter Bending moment in rafter ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Load factor is always greater than factor of safety always equal to factor of safety always less than factor of safety sometimes greater than factor of safety always greater than factor of safety always equal to factor of safety always less than factor of safety sometimes greater than factor of safety ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The centrifugal force due to curvature of track is assumed to act on the bridge at a height of 1.23 m above the rail level 1.83 m above the rail level 2.13 m above the rail level 1.50 m above the rail level 1.23 m above the rail level 1.83 m above the rail level 2.13 m above the rail level 1.50 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist longitudinal loads and vertical loads lateral and longitudinal loads lateral, longitudinal and vertical loads lateral loads longitudinal loads and vertical loads lateral and longitudinal loads lateral, longitudinal and vertical loads lateral loads 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) 175 t2/h 125 t2/h 125 t2/h 75 t2/h 175 t2/h 125 t2/h 125 t2/h 75 t2/h 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
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