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Design of Steel Structure

Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

30° to 40°
10° to 30°
90°
40° to 70°

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Design of Steel Structure
The heaviest I-section for same depth is

ISLB
ISMB
ISHB
ISWB

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

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

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 200 mm and 161
lesser of 300 mm and 32 t
lesser of 200 mm and 12 t
lesser of 3 00 mm and 24 t

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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
Normally, the angle of roof truss with asbestos sheets should not be less than

35°
26/2°
40°
30°

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