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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

20 m
10 m
40 m
30 m

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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)

164
163
162
161

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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
Horizontal shear only
Vertical load only
C. Both (A) and (B)

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

250
180
150
350

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

95.0 MPa on net area
105.5 MPa on gross area
105.5 MPa on net area
150.0 MPa on gross area

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Design of Steel Structure
The effective length of a battened column is increased by

5%
20%
15%
10%

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