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Design of Steel Structure

Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

0
0.5
1.0
between 0.5 and 1.0

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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
125 t3/h2
75 t2/h

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Design of Steel Structure
The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

only (i)
None of these
only (ii)
both (i) and (ii)

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Design of Steel Structure
As compared to field rivets, the shop rivets are

weaker
equally strong
stronger
Any of these

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Design of Steel Structure
Gantry girders are designed to resist

lateral loads
lateral and longitudinal loads
longitudinal loads and vertical loads
lateral, longitudinal and vertical loads

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

30 m
20 m
10 m
40 m

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