Technical Guidance Note (Level 1, No. 5): Derivation of snow load

Author: The Institution of Structural Engineers

Date published

1 March 2012

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Technical Guidance Note (Level 1, No. 5): Derivation of snow load

The Structural Engineer
Technical Guidance Note (Level 1, No. 5): Derivation of snow load
Date published

1 March 2012

Author

The Institution of Structural Engineers

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now
Author

The Institution of Structural Engineers

This Technical Guidance Note concerns the derivation of snow load onto structures. It is based on Eurocode 1: Actions on Structures Part 1-3; General Actions – Snow Loads. With this Eurocode being focused on an action that is sensitive to environmental effects, the UK annex to it plays a significant role, as it makes reference to projected snow falls that are unique to the British Isles. There are a large number of variations and conditions the designer must be aware of when determining snow loads onto structures. As such, the reader is referred to the code text more frequently than in other Technical Guidance Notes.

(This article was updated in October 2016 to reflect errata issued since its original publication.)

Additional information

Format:
PDF
Pages:
3
Publisher:
The Institution of Structural Engineers

Tags

Technical Guidance Notes Technical Guidance Notes (Level 1) Technical Guidance Notes Technical Issue 3

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