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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

paV2
p a (1/V)
pa V
paV”2

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.68 D
0.5 D
0.78 D
0.88 D

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

250
350
180
150

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

1.4
2
1.8
1

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

shear failure of the rivet
crushing failure of the rivet
tension failure of the plate
shear failure of the plate

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Design of Steel Structure
As compared to field rivets, the shop rivets are

weaker
Any of these
equally strong
stronger

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