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Design of Steel Structure

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

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

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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
161
121
6t

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

2.0 mm
1.0 mm
2.5 mm
1.5 mm

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

mechanism and plastic moment conditions
equilibrium condition only
equilibrium and plastic moment conditions
equilibrium and mechanism conditions

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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

350
250
150
180

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

1:1
2: 1
1 : V2
V2 : 1

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