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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

10
infinity
zero
100

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.65 Awfy
0.55 Awfy
0.75 Awfy
0.85 Awfy

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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
1.3 L
1.5 L

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Design of Steel Structure
Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)

2.5 d
1.5 d
2.0 d
3.0 d

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

1000 mm
300 mm
500 mm
600 mm

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Design of Steel Structure
The bracing provided in the plane of end posts is called

top lateral bracing
sway bracing
portal bracing
bottom lateral bracing

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