Design of Steel Structure The centrifugal force due to curvature of track is assumed to act on the bridge at a height of 2.13 m above the rail level 1.23 m above the rail level 1.50 m above the rail level 1.83 m above the rail level 2.13 m above the rail level 1.23 m above the rail level 1.50 m above the rail level 1.83 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 150.0 MPa on gross area 105.5 MPa on net area 105.5 MPa on gross area 95.0 MPa on net area 150.0 MPa on gross area 105.5 MPa on net area 105.5 MPa on gross area 95.0 MPa on net area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 30% of wall area 20% of wall area 10% of wall area 50% of wall area 30% of wall area 20% of wall area 10% of wall area 50% of wall area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as pa V paV2 p a (1/V) paV”2 pa V paV2 p a (1/V) paV”2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.34 1.0 2.01 2.33 2.34 1.0 2.01 2.33 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) 125 t3/h2 125 t2/h 175 t2/h 75 t2/h 125 t3/h2 125 t2/h 175 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS