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

Author: The Institution of Structural Engineers

Date published

1 February 2012

Price

Standard: £14.95 + VAT
Members/Subscribers: Free

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

Tag
Author
The Institution of Structural Engineers
Date published
1 February 2012
Price

Standard: £14.95 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

The Institution of Structural Engineers

Citation

The Structural Engineer, Volume 90, Issue 2, 2012, Page(s) 3

Date published

1 February 2012

Author

The Institution of Structural Engineers

Citation

The Structural Engineer, Volume 90, Issue 2, 2012, Page(s) 3

Price

Standard: £14.95 + VAT
Members/Subscribers: Free

Imposed loads (quasi-permanent variable actions) are defined as loads that are applied to the structure.

Introduction
This Technical Guidance Note concerns the derivation of imposed loads. This is a core guidance note and as such, subsequent notes will make reference to this one. It is therefore important to understand the contents of this note before attempting to digest any of the others. 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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