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Design of Steel Structure

Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

40 m
10 m
30 m
20 m

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

0.88 D
0.78 D
0.5 D
0.68 D

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

perforated cover plates
tie plates
battening
lacing

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

0.8 L
L
0.67 L
1.5 L

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

paV2
paV”2
p a (1/V)
pa V

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

60%
50%
40%
30%

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