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Design of Steel Structure

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

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

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Design of Steel Structure
A circular column section is generally not used in actual practice because

All of these
it cannot carry the load safely
it is difficult to connect beams to the round sections
it is uneconomical

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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
350
150

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

75 t2/h
125 t3/h2
175 t2/h
125 t2/h

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Design of Steel Structure
A butt weld is specified by

penetration thickness
effective throat thickness
size of weld
plate thickness

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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

4 zones
3 zones
6 zones
5 zones

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