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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
1.8 L
1.1 L
1.5 L

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Design of Steel Structure
The effective length of a battened column is increased by

15%
10%
20%
5%

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

30% of wall area
20% of wall area
10% of wall area
50% of wall area

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.25 d
1.33 d
1.75 d
1.5 d

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

spandrel beam
stringer beam
header beam
lintel beam

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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
2.0 mm
1.5 mm
1.0 mm

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