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Design of Steel Structure

Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.33 d
1.25 d
1.5 d
1.75 d

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

1.5 L
0.8 L
L
0.67 L

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Design of Steel Structure
The external wind pressure acting on a roof depends on

None of these
slope of roof
both (a) and (b)
degree of permeability of roof

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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)

162
163
164
161

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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

27 mm
24 mm
16 mm
20 mm

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Design of Steel Structure
Gantry girders are designed to resist

longitudinal loads and vertical loads
lateral, longitudinal and vertical loads
lateral and longitudinal loads
lateral loads

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