Design of Steel Structure Normally, the angle of roof truss with asbestos sheets should not be less than 26/2° 40° 30° 35° 26/2° 40° 30° 35° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because All of these it is uneconomical it cannot carry the load safely it is difficult to connect beams to the round sections All of these it is uneconomical it cannot carry the load safely it is difficult to connect beams to the round sections 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 Through type Half through type Double deck type Deck type Through type Half through type Double deck type Deck type ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) 2d/3 d/4 d/2 d/3 2d/3 d/4 d/2 d/3 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 1.50 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 1.23 m above the rail level 1.83 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
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