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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)

161
163
162
164

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

0.65 kN/m2
1.35 kN/m2
1.50 kN/m2
0.75 kN/m2

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Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

5 zones
3 zones
6 zones
4 zones

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

150
180
200
190

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

2: 1
1 : V2
1:1
V2 : 1

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Axial forces
Shear and bending forces
Shear and axial forces
Axial and bending forces

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