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Design of Steel Structure

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

150
250
350
180

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

zero
±0.7p
±0.2p
± 0.5 p

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Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bending and shear
bearing and bending
bearing and shear
bearing, shear and bending

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Design of Steel Structure
The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

only (i)
both (i) and (ii)
None of these
only (ii)

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.5 L
1.1 L
1.8 L
1.3 L

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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)

101
121
6t
161

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