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 1.50 m above the rail level 2.13 m above the rail level 1.23 m above the rail level 1.83 m above the rail level 1.50 m above the rail level 2.13 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) d/2 d/3 2d/3 d/4 d/2 d/3 2d/3 d/4 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part) Any of these less than d more than d equal to d Any of these less than d more than d equal to d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called Double deck type Through type Deck type Half through type Double deck type Through type Deck type Half through type ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against shear buckling of web plate All of these yielding compression buckling of web plate shear buckling of web plate All of these yielding compression buckling of web plate ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 105.5 MPa on gross area 105.5 MPa on net area 95.0 MPa on net area 150.0 MPa on gross area 105.5 MPa on gross area 105.5 MPa on net area 95.0 MPa on net area 150.0 MPa on gross area ANSWER DOWNLOAD EXAMIANS APP
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