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Design of Steel Structure

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

0.88 D
0.5 D
0.78 D
0.68 D

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

161
121
101
6t

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 200 mm and 12 t
lesser of 200 mm and 161
lesser of 300 mm and 32 t
lesser of 3 00 mm and 24 t

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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

500 mm
1000 mm
300 mm
600 mm

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Design of Steel Structure
The use of tie plates in laced columns is

permitted between two parts of the lacing
permitted at start and end of lacing system only
prohibited
not prohibited

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Design of Steel Structure
The external wind pressure acting on a roof depends on

degree of permeability of roof
slope of roof
both (a) and (b)
None of these

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