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Design of Steel Structure

Design of Steel Structure
The bracing provided in the plane of end posts is called

bottom lateral bracing
sway bracing
top lateral bracing
portal bracing

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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

1.50 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

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Design of Steel Structure
The effective length of a battened column is increased by

15%
5%
10%
20%

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.81
1.67
1.18
1.414

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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
75 t2/h
125 t2/h

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.85 Awfy
0.65 Awfy
0.55 Awfy
0.75 Awfy

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