Technical Guidance Note (Level 1, No. 26): Cracking in concrete

Author: The Institution of Structural Engineers

Date published

1 May 2013

Price

Standard: £9
Members/Subscribers: Free

Buy Now
Back to Previous

Technical Guidance Note (Level 1, No. 26): Cracking in concrete

The Structural Engineer
Technical Guidance Note (Level 1, No. 26): Cracking in concrete
Date published

1 May 2013

Author

The Institution of Structural Engineers

Price

Standard: £9
Members/Subscribers: Free

Buy Now
Author

The Institution of Structural Engineers

This Technical Guidance Note describes the causes of cracking in concrete.

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 5

Related Resources & Events

The Structural Engineer
<h4>Technical Guidance Note (Level 2, No. 5): Designing a concrete column</h4>

Technical Guidance Note (Level 2, No. 5): Designing a concrete column

This Technical Guidance Note concentrates on the design of reinforced concrete columns to BS EN 1992-1-1 – Eurocode 2: Design of Concrete Structures – Part 1-1: General Rules for Buildings. It covers the design of columns of all cross section profiles, which are typically square, rectangular and circular.

Date - 1 May 2013
Author - The Institution of Structural Engineers
Price - £0/£9
The Structural Engineer
<h4>Technical Guidance Note (Level 1, No. 31): Drawing nomenclature</h4>

Technical Guidance Note (Level 1, No. 31): Drawing nomenclature

This Technical Guidance Note describes the basic knowledge required to read drawings produced by structural engineers.

Date - 1 September 2013
Author - The Institution of Structural Engineers
Price - £0/£9
The Structural Engineer
<h4>Technical Guidance Note (Level 1, No. 16): Lateral torsional buckling</h4>

Technical Guidance Note (Level 1, No. 16): Lateral torsional buckling

Elements within a steel frame structure are at risk of buckling under load. If measures are not taken when designing steel elements that recognise this risk, then the likelihood of its failure is significantly increased. This Technical Guidance Note explains how steel elements are restrained against buckling and what the structural engineer should consider when analysing steel structures with respect to buckling resistance.

Date - 26 September 2012
Author - The Institution of Structural Engineers
Price - £0/£9