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Design of Steel Structure

Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.35 kN/m2
1.50 kN/m2
0.75 kN/m2
0.65 kN/m2

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Design of Steel Structure
Load factor is

always less than factor of safety
always equal to factor of safety
sometimes greater than factor of safety
always greater than factor of safety

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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

1.0
0
0.5
between 0.5 and 1.0

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Design of Steel Structure
The risk coefficient k, depends on

both (a) and (b)
basic wind speed
mean probable design life of structures
None of these

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Design of Steel Structure
Lug angles

are unequal angles.
increases shear lag.
are used to reduce the length of connection.
All listed here

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Design of Steel Structure
In the cross-section of a weld, throat is the

None of these
minimum dimension
maximum dimension
average dimension

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