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Design of Steel Structure

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
1.5 mm
2.5 mm

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.5 D
0.78 D
0.68 D
0.88 D

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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

250
150
350
180

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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

1.1 L
1.8 L
1.5 L
1.3 L

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the web thickness
None of these
providing suitable stiffeners
increasing the length of the bearing plates

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Design of Steel Structure
The range of economical spacing of trusses varies from

2L/5 to 3L/5 where L is span
L/3 to L/5
L/3 to L/2
L/4to2L/5

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