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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)

164
162
163
161

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

± 0.7
±0.5
± 0.2
0

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Design of Steel Structure
Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loaded The correct answer is

(ii) and (iii)
only (iii)
only (i)
(i) and (ii)

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Design of Steel Structure
The range of economical spacing of trusses varies from

2L/5 to 3L/5 where L is span
L/3 to L/2
L/3 to L/5
L/4to2L/5

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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
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

24 mm
27 mm
20 mm
16 mm

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