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Design of Steel Structure

Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

1.5 L
0.67 L
0.8 L
L

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Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

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

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

None of these
increasing the length of the bearing plates
providing suitable stiffeners
increasing the web thickness

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

all square cross-section beams
all rectangular beams
rectangular beams up to 300 mm depth
solid circular beams only

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Design of Steel Structure
Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is

all (i), (ii) and (iii)
only (i)
both (i) and (ii)
both (i) and (iii)

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Moment
Slope
Load
Displacement

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