Technical Guidance Note (Level 1, No. 3): Derivation of imposed loads

Author: The Institution of Structural Engineers

Date published

1 February 2012

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Technical Guidance Note (Level 1, No. 3): Derivation of imposed loads

The Structural Engineer
Technical Guidance Note (Level 1, No. 3): Derivation of imposed loads
Date published

1 February 2012

Author

The Institution of Structural Engineers

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now
Author

The Institution of Structural Engineers

Imposed load is defined as the load that is applied to the structure that is not permanent and can be variable. In Eurocode phraseology, it is described as a 'quasi-permanent variable action'. Please be aware that this note does not cover lateral loads onto barriers, balustrades and axle loads from vehicles. These will be covered in a forthcoming note.

(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 2

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