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Design of Steel Structure

Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

1.4
1
2
1.8

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

40°
26/2°
30°
35°

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

8t
4t
3t
6t

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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

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

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

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV2
pa V
paV”2
p a (1/V)

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