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Design of Steel Structure

Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

None of these
both (i) and (ii)
only (i)
only (ii)

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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

30 m
40 m
20 m
10 m

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

4.5 mm
8 mm
6 mm
10 mm

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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 t2/h
175 t2/h
125 t2/h

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

10
100
infinity
zero

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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

180
250
150
350

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