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Design of Steel Structure

Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.01
2.34
1.0
2.33

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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

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

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

gross area in both cases
net area and gross area
net area in both cases
gross area and net area

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.75 Awfy
0.65 Awfy
0.55 Awfy
0.85 Awfy

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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)

125 t2/h
75 t2/h
175 t2/h
125 t2/h

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

±0.2p
zero
±0.7p
± 0.5 p

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