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

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

6 zones
4 zones
3 zones
5 zones

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 25 %
increased by 33.3 %
reduced by 25 %
reduced by 33.3%

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

163 mm
161 mm
160 mm
162 mm

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Design of Steel Structure
Shape factor is a property which depends

only on the ultimate stress of the material
only on the yield stress of the material
both on the yield stress and ultimate stress of material
only on the geometry of the section

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

± 0.2
±0.5
0
± 0.7

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