EC3 Simple Steel Connections

Here is all what you probably need to know about simple steel joints (connections) as per EC 3, UK National Annex. All as per the Simple Joints to EC 3 Green Book. Tekkla Tedds simple connections design is also included.
Link to SCI. inf, for Green Books Download:
www.steelconstruction.info/Th...

[@mmrm250]

Its quite rare to find someone understanding this topic like yourself, bravo!

[@shahmi98]

Thank you. Finally someone who explain throughout theory, practical and common practice

[@zamangunintozakhe1538]

Thank you Abdullah please continue with English video's and handwritten examples for those not using Tekkla Tedds I am preparing for an exam.

[@kumarshantveerayya5114]

Thank you for explaining the subject in different ways and making the video in the English version. Please make videos with hand calculations.

[@letsbuild1643]

Thank you for a nice presentation

[@kenantaylan3617]

Thanks so much. It was one the best presentation I have ever watched

[@suryajoy4712]

Very well explained video for connection design. Thank you👍👍

[@ahmedaweysmohamed6378]

this is an amazing explanation , thank u sir

[@alading6865]

Thank you, really interesting

[@engr810]

comprehensive illustration of concept and its applications, its must watch video for structural engineers and students who wish to pursue career, I am glad to subscribe this channel .... Thanks for posting

[@rahmanrahmani2896]

Thank you and an outstanding presentation. I will pass it to colleagues and friends. Could please do column base plate connection including sizing up the base plate and bolts as well as bolts edges distances & bolts spacing (min/max req) based on CE3. Keep up the good work and GOD bless you!

[@iaincrawford5472]

Great video!

[@CostasSachpazis]

Abdullah, very nice, concise and precise presentation, indeed. Question: What about pull through resistance if it has not been calculated for hexagon bolt without washers, in accordance to PN-EN 15048 ? Thanks.

[@denizkoc329]

mukemmel

[@ineyedaniel4954]

great exxplanation sir. do you chose one method and use it to design a whole structure, or we can have both at different sections in the same structure

[@abdakabarkat7572]

M20 8.8 IN EUROCODE 3 WE USE IT ONLY IN PRELOADED CASE NOT ORDINARY CASE