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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

1.8 L
1.5 L
1.1 L
1.3 L

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Design of Steel Structure
Gantry girders are designed to resist

lateral loads
lateral and longitudinal loads
lateral, longitudinal and vertical loads
longitudinal loads and vertical loads

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

161 mm
162 mm
163 mm
160 mm

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.50 kN/m2
0.65 kN/m2
0.75 kN/m2
1.35 kN/m2

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

20 mm
16 mm
27 mm
24 mm

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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
121
101
161

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