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Design of Steel Structure

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
164
161
163

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

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

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Design of Steel Structure
In the cross-section of a weld, throat is the

average dimension
maximum dimension
minimum dimension
None of these

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

6 mm
8 mm
7 mm
9 mm

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

180
190
200
150

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

90°
30° to 40°
40° to 70°
10° to 30°

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