Technical Guidance Note (Level 2, No. 10): Design of reinforced concrete walls

Author: The Institution of Structural Engineers

Date published

1 April 2014

Price

Standard: £14.95 + VAT
Members/Subscribers: Free

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Technical Guidance Note (Level 2, No. 10): Design of reinforced concrete walls

Tag
Author
The Institution of Structural Engineers
Date published
1 April 2014
Price

Standard: £14.95 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

The Institution of Structural Engineers

Citation

The Structural Engineer, Volume 92, Issue 4, 2014, Page(s) 5

Date published

1 April 2014

Author

The Institution of Structural Engineers

Citation

The Structural Engineer, Volume 92, Issue 4, 2014, Page(s) 5

Price

Standard: £14.95 + VAT
Members/Subscribers: Free

This note explains how reinforced concrete walls are designed to withstand high in-plane bending forces, in accordance with Eurocode 2.

Introduction

Reinforced concrete walls are in many ways similar to columns. They support vertical loads and are vulnerable to minor axis bending. They often act as primary elements of a structure’s lateral stability systems and by doing so are subjected to high in-plane bending forces.

This Technical Guidance Note explains how reinforced concrete walls are designed to withstand these forces in accordance with Eurocode 2. It describes how the geometry of the reinforced concrete wall affects its capacity to act as a vertical support element, as well as explaining its role as a key component of a lateral stability system. This note does not cover the analysis of shear walls, as that is beyond the scope of a Level 2 Technical Guidance Note.

Additional information

Format:
PDF
Pages:
5
Publisher:
The Institution of Structural Engineers

Tags

Technical Guidance Notes Technical Guidance Notes (Level 2) Technical Guidance Notes Technical Issue 4

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