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Advisory Desk Note 408 Effective length of cantilevers
Publication Year
2017
Document Status
Current
Abstract
Clarifies the information given in Pub 360 Stability of steel beams and columns (SCI, 2011) regarding effective length and load factors of cantilevers is the same as that offered in BS 5950-1 but notes there are some differences in presentation.
Author
Henderson, R.
Publisher Information
Steel Construction Institute
With over 30 years experience, the Steel Construction Institute provide technical expertise and best practice to the steel construction sector.
Silwood Park
Ascot
SCI
UK
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