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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

1.3 L
1.1 L
1.5 L
1.8 L

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

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

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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

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

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Design of Steel Structure
Economical depth of a plate girder corresponds to

maximum weight
minimum depth
minimum weight
minimum thickness of web

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

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

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

150
200
190
180

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