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Design of Steel Structure

Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

pa V
p a (1/V)
paV2
paV”2

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

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

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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

5 zones
6 zones
3 zones
4 zones

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

2.0 mm
2.5 mm
1.5 mm
1.0 mm

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

compression buckling of web plate
shear buckling of web plate
All of these
yielding

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

145
120
180
100

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