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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

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

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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
0.5
between 0.5 and 1.0
0

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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
solid circular beams only
all rectangular beams
rectangular beams up to 300 mm depth

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.33
2.01
1.0
2.34

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant curvature for all moments
linear
parabolic
constant moment for all curvatures

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Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

3.0 d
2.0 d
1.5 d
2.5 d

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