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Design of Steel Structure

Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

100mm
80mm
60mm
40mm

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

1.5 d
1.33 d
1.75 d
1.25 d

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Compression in rivets
Shear in rivets
Strength of rivets in bearing
Tension in rivets

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

shear buckling of web plate
All of these
yielding
compression buckling of web plate

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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
0.85 Awfy
0.75 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
1.3 L
1.8 L
1.5 L

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