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Design of Steel Structure

Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum thickness of web
minimum depth
maximum weight
minimum weight

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1680 mm
650 mm
810 mm
1250 mm

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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

0.67 L
1.5 L
0.8 L
L

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.414
1.67
1.18
1.81

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/3
d/4
2d/3
d/2

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.5 D
0.88 D
0.68 D
0.78 D

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