Arrows. Approximate calculation methods
Eurocode 2: Reinforced concrete - Useful formulas and data
Article REF: C2334 V1
Arrows. Approximate calculation methods
Eurocode 2: Reinforced concrete - Useful formulas and data

Author : Jean PERCHAT

Publication date: May 10, 2006 | Lire en français

Logo Techniques de l'Ingenieur You do not have access to this resource.
Request your free trial access! Free trial

Already subscribed?

3. Arrows. Approximate calculation methods

3.1 Method A

As the beam is cut into several equal sections, we assume that the curvature on each section varies linearly. The equation of the deformation is therefore (double integration) a 3rd degree polynomial.

The arrow a in a section j is of the form : aj=l2N ki1ri

with :

1ri
 : 
...
You do not have access to this resource.
Logo Techniques de l'Ingenieur

Exclusive to subscribers. 97% yet to be discovered!

You do not have access to this resource. Click here to request your free trial access!

Already subscribed?


Ongoing reading
Arrows. Approximate calculation methods

Article included in this offer

"The superstructure of the building"

( 128 articles )

Complete knowledge base

Updated and enriched with articles validated by our scientific committees

Services

A set of exclusive tools to complement the resources

View offer details