Technical Guidance Notes - Level 1 (35-volume package)

Author: The Institution of Structural Engineers

Date published

1 March 2014

Price

Standard: £220.50

Member: £0

Online purchases unavailable

Unfortunately we are unable to process online purchases at this time.

Find out more

Back to Previous

Technical Guidance Notes - Level 1 (35-volume package)

The Structural Engineer
Technical Guidance Notes - Level 1 (35-volume package)
Date published

1 March 2014

Author

The Institution of Structural Engineers

Price

Standard: £220.50

Member: £0

Online purchases unavailable

Unfortunately we are unable to process online purchases at this time.

Find out more

Author

The Institution of Structural Engineers

All Level 1 Technical Guidance Notes (originally published in The Structural Engineer magazine).

A comprehensive reference library for early-stage structural engineering and built environment professionals, comprising:

Related Resources & Events

The Structural Engineer
<h4>Technical Guidance Note (Level 1, No. 21): How to avoid torsion</h4>

Technical Guidance Note (Level 1, No. 21): How to avoid torsion

The twisting of elements within structures due to eccentric loading is best avoided. Such actions develop torsion forces - which the elements were not designed to withstand. This note shows structural engineers how to avoid problems that can lead to significant remedial works and/or failures.

Date ‐ 30 November 2012
Author ‐ The Institution of Structural Engineers
Price ‐ £0/£9
The Structural Engineer
<h4>Technical Guidance Note (Level 1, No. 1): Principles of design</h4>

Technical Guidance Note (Level 1, No. 1): Principles of design

An introduction to the core design concepts found within current UK codes of practice.

Date ‐ 1 January 2012
Author ‐ The Institution of Structural Engineers
Price ‐ £0/£9
The Structural Engineer
<h4>Technical Guidance Note (Level 1, No. 3): Derivation of imposed loads</h4>

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

Imposed loads (quasi-permanent variable actions) are defined as loads that are applied to the structure. Updated October 2016.

Date ‐ 1 February 2012
Author ‐ The Institution of Structural Engineers
Price ‐ £0/£9