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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

p a (1/V)
pa V
paV2
paV”2

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Design of Steel Structure
The effective length of a battened column is increased by

15%
10%
20%
5%

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Design of Steel Structure
Bolts are most suitable to carry

bending
axial tension
shear and bending
shear

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Equal to load factor in determinate structures
Unpredictable
More than the load factor in determinate structures
Less than the load factor in determinate structures

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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

1.5 mm
2.5 mm
1.0 mm
2.0 mm

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

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

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