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Design of Steel Structure

Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

40°
26/2°
30°
35°

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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
4 zones
6 zones

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

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

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

Any of these
more than d
less than d
equal to d

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

810 mm
1680 mm
1250 mm
650 mm

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Six times the weld size
Four times the weld size
Weld size
Two times the weld size

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