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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
paV”2
paV2

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Design of Steel Structure
The range of economical spacing of trusses varies from

2L/5 to 3L/5 where L is span
L/3 to L/5
L/3 to L/2
L/4to2L/5

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

600 mm
500 mm
1000 mm
300 mm

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

810 mm
1680 mm
650 mm
1250 mm

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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

10 m
20 m
40 m
30 m

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Design of Steel Structure
The number of seismic zones in which the country has been divided are

5
7
8
6

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