titulo
Utilizamos cookies propias y de terceros para mejorar tu experiencia y nuestros servicios. Si continúas navegando consideramos que aceptas su uso. Puedes obtener más información sobre cookies aquí
Cerrar
BANNER-1-9-PRONTUBEAM

Concentrated load distribution - Calculation example of the tie reinforcement

February , 18th 2024 | Via: Prontubeam | Seen: 1324 times
The following image shows the calculation of the reinforcement needed to distribute the load using a nonlinear model and compares it with the theoretical result according to Eurocode 2 (EN1992-1), section §6.5.3 (3)
Concentrated load distribution - Calculation example of the tie reinforcement
From the above, we can conclude:

• The order of magnitude is similar in the nonlinear calculation and the theoretical value.
• The nonlinear calculation shows lower values than the theoretical ones, so we are on the safety side by applying the Eurocode.
• We have verified that increasing the size of the plate does not decrease the reinforcement as much as predicted by the Eurocode. This seems to indicate that the larger the plate size, the more conservative the Eurocode is.

We remind that these are the results of a particular case with given geometry and reinforcements. These conclusions may vary with different geometry, and it is the engineer's responsibility to ensure the accuracy of their calculations.
¿Do you want to publish in Prontubeam? Send us your name, mail and subjet of the article. We will get in touch with you as soon as possible
Full name:
Email adress:
Subjet of the article:
I am not a robot:
Cargando comentarios...
Subscribe: Prontubeam in your mail
I accept the privacy policy
Prontubeam - Verify, calculate, check... the Civil Engineering starts here.
This website has been created by Carlos Corral. More information about cookies click here
The author of this website is not responsible for any possible error in the formulation used. The user has to verify all the results by his own.