Тёмный

Fillet welds design in accordance with Eurocode 3 

Sergio Structural Engineering Channel
Подписаться 7 тыс.
Просмотров 10 тыс.
50% 1

Наука

Опубликовано:

 

23 окт 2024

Поделиться:

Ссылка:

Скачать:

Готовим ссылку...

Добавить в:

Мой плейлист
Посмотреть позже
Комментарии : 25   
@serge_e-com
@serge_e-com 2 года назад
Thanks for your instructives videos. A civil engineer from France.
@canal_estructuras_sergio
@canal_estructuras_sergio 2 года назад
Serge Bon Jour. Mercy. Congratulations, because of you are the first person to comment in my channel. Your innciative shall be granted. If you want I could create a video, with the structural topic you want to watch. What do you think? Salute.
@bertrm6089
@bertrm6089 2 года назад
Bravo Sergio, keep continuing this passion in sharing your knowledge to everyone. 😉
@canal_estructuras_sergio
@canal_estructuras_sergio 2 года назад
Thanks for your kindly comment
@Joventino1
@Joventino1 2 года назад
Very good video! A hello from Brazil.
@canal_estructuras_sergio
@canal_estructuras_sergio 2 года назад
Thanks for your comment Carlos. Moito Obrigado.
@hectormartinez3342
@hectormartinez3342 2 года назад
Super interesante contenido! Sigue así. Cuando algo se explica con pasión se nota. Un saludo.
@canal_estructuras_sergio
@canal_estructuras_sergio 2 года назад
Hector muchas gracias por tu apoyo. Pasión y energía no me faltan.
@MrMunroMan
@MrMunroMan Год назад
Sergio - just one small point regarding the welding symbols you have shown on your drawing - they should show a4 and a8 - since you are defining these welds by throat thickness (as opposed to leg length) - as you explained in your presentation. I am referring to EN22553 - section 6.2.3 for welding symbols. If they had been leg lengths - then they would have to be z4 and z8. They have changed the "symbols" over the years - just to confuse everyone.☺
@canal_estructuras_sergio
@canal_estructuras_sergio Год назад
Gordon thanks for the comment. I think it is very pertinent. To be honest it is not accurate to explain welding design in accordance with European codes meanwhile using AWS Symbology for representation. My apologizes but AWS is the only one symbology that I really handle.
@1Wanu1
@1Wanu1 25 дней назад
Very good video, but I missed also an axial force in the beam.
@danielpirlea4415
@danielpirlea4415 11 месяцев назад
Hello, where is EC3, part 1-8, the limitation of maximal welding: a max = 0.7 x twb, or twc? just out of curiosity :)
@canal_estructuras_sergio
@canal_estructuras_sergio 11 месяцев назад
It is a very good question. Ec3 only requires not to weld flanges to avoid flanges restriction. I will upload some post through LinkedIn regarding the topic. Thanks for your question.
@guruprasadshikhare3625
@guruprasadshikhare3625 7 месяцев назад
@@canal_estructuras_sergio Hey please comment here if you find the clause for maximum size of throat thickness.
@julianmontoto1381
@julianmontoto1381 Год назад
Sergio una duda cuando calculaste el corte nominal, o sea el que puede tomar el alma, no deberias haberle restado los dos espesores de las alas para calcular el area del alma o sea (330-2*11.50)*7.5, otra duda es que calidad de acero usaste para el ejercicio, aca en argentina usamos fy=420 generalmente ustedes cuanto usan Desde ya gracias, me gusta mucho tu contenido.
@canal_estructuras_sergio
@canal_estructuras_sergio Год назад
Hola Julián. Gracias por los comentarios.La regla que indicas de restar de la longitud efectiva de la soldaduras dos gargantas es correcta, pero normalmente poco significativa a efectos de cálculo ¿no?. La resistencia de la soldadura no sólo depende del material de aporte (electrodo) también del material base, o de la calidad del acero. En este sentido te recomiendo que consultes el Eurocodigo 3 parte 1 de 8.
@albitasanda
@albitasanda 2 года назад
Hey! What app do you use to write on the whiteboard? I haven't found one that I like yet!
@canal_estructuras_sergio
@canal_estructuras_sergio 2 года назад
My IPad Pro blows my mind. Sketchbook app…thanks for your comment.
@Szhihihihihihi
@Szhihihihihihi Год назад
Thanks !
@canal_estructuras_sergio
@canal_estructuras_sergio Год назад
You are welcome. More content in LinkedIn, do not miss it
@sagrariomoralesuvj.5342
@sagrariomoralesuvj.5342 11 месяцев назад
Muy bien explicado
@nvrpromise1994
@nvrpromise1994 Год назад
13.22 Time. why the formula not 2M/Z?
@canal_estructuras_sergio
@canal_estructuras_sergio Год назад
Dear Friend Wong. the equation is correct...I guess you refer that there are two fillet welds, Am I rigth?? Please move to minute 15:00 to identify that "2" you are missing. Nevertheless, thanks for your comment... And please share with your colleagues¡¡¡¡¡
@eshaxcx
@eshaxcx Год назад
3:35 according to whos law?
@canal_estructuras_sergio
@canal_estructuras_sergio Год назад
Navier's Law
Далее
Weld Analysis and Design - Fillet Welds
13:40
Просмотров 5 тыс.
Permanent joints_Design resistance of a fillet weld
12:13
Welded Joints
9:17
Просмотров 118 тыс.
The Design of Steel Connections - what to consider.
11:49
The Incredible Strength of Bolted Joints
17:58
Просмотров 3,1 млн