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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

35°
26/2°
40°
30°

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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)

0.65 Awfy
0.85 Awfy
0.55 Awfy
0.75 Awfy

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Design of Steel Structure
Shape factor is a property which depends

both on the yield stress and ultimate stress of material
only on the geometry of the section
only on the ultimate stress of the material
only on the yield stress of the material

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Design of Steel Structure
Battening is preferable when the
i) column carries axial load only
ii) space between the two main components is not very large
iii) column is eccentrically loaded
The correct answer is

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

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Design of Steel Structure
Bolts are most suitable to carry

bending
shear
shear and bending
axial tension

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.3 L
1.1 L
1.8 L
1.5 L

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