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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
1.5 mm
2.5 mm
1.0 mm

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Design of Steel Structure
The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

None of these
only (i)
only (ii)
both (i) and (ii)

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

162
163
161
164

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

200
190
180
150

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

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

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Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bearing and bending
bearing and shear
bending and shear
bearing, shear and bending

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