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Design of Steel Structure

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

ISMB
ISHB
ISLB
ISWB

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

None of these
increasing the length of the bearing plates
providing suitable stiffeners
increasing the web thickness

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

2
4
3
5

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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)

85 t
50 t
200 t
250 t

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

50% of wall area
10% of wall area
30% of wall area
20% of wall area

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

100
120
180
145

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