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Design of Steel Structure

Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

5 zones
3 zones
4 zones
6 zones

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Design of Steel Structure
Bolts are most suitable to carry

axial tension
bending
shear
shear and bending

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Vertical load only
Horizontal shear only
None of these
C. Both (A) and (B)

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Design of Steel Structure
Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)

2.0 d
3.0 d
1.5 d
2.5 d

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

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

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

4.5 mm
10 mm
8 mm
6 mm

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