1. Ultimate limit state bending calculations (article 6.1 of EC2)

• Rectangular section bd.

d, useful height; d ' distance from any compressed steel to the most compressed fiber.

• Concrete class up to C 50/60: MPa – Steel B 500.

• Relative deformations expressed in ‰.

The formulas given below correspond to the use of the parabola-rectangle diagram [ , figure 3].

You do not have access to this resource.

Exclusive to subscribers. 97% yet to be discovered!

Already subscribed? Log in!

The Ultimate Scientific and Technical Reference

A Comprehensive Knowledge Base, with over 1,200 authors and 100 scientific advisors

+ More than 10,000 articles and 1,000 how-to sheets, over 800 new or updated articles every year

From design to prototyping, right through to industrialization, the reference for securing the development of your industrial projects

This article is included in

The superstructure of the building

This offer includes:

Knowledge Base

Updated and enriched with articles validated by our scientific committees

Services

A set of exclusive tools to complement the resources

Practical Path

Operational and didactic, to guarantee the acquisition of transversal skills

Doc & Quiz

Interactive articles with quizzes, for constructive reading

Ongoing reading
Ultimate limit state bending calculations (article 6.1 of EC2)