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Design of Steel Structure

Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

30 m
10 m
20 m
40 m

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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 of the rivets shall not be less than (where d is gross diameter of rivet)

1.5 d
2.5 d
3.0 d
2.0 d

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

None of these
C. Both (A) and (B)
Vertical load only
Horizontal shear only

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Design of Steel Structure
A butt weld is specified by

size of weld
penetration thickness
plate thickness
effective throat thickness

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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
0.85 Awfy
0.55 Awfy
0.75 Awfy

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