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Design of Steel Structure

Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

250 t
50 t
85 t
200 t

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Design of Steel Structure
Gantry girders are designed to resist

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

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

± 0.2
0
±0.5
± 0.7

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

minimum weight
minimum depth
maximum weight
minimum thickness of web

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

infinity
10
100
zero

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Deflection of rafter
Shear force in rafter
Axial force in rafter
Bending moment in rafter

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