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Design of Steel Structure

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

1.1 L
1.8 L
1.5 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)

6t
161
121
101

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Design of Steel Structure
The risk coefficient k, depends on

None of these
mean probable design life of structures
basic wind speed
both (a) and (b)

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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

2.5 mm
1.0 mm
2.0 mm
1.5 mm

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Design of Steel Structure
The statical 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
For rivets in tension with counter-sunk heads, the tensile value shall be

reduced by 33.3%
increased by 25 %
increased by 33.3 %
reduced by 25 %

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