Steel Beam Design - Bending + Example | Eurocode 3 | EC3 | EN1993 | Design of Steel Structures

This video covers the bending design of restrained steel beams including an example calculation of moment resistance.
Topics:
+ Introduction
+ Bending design of restrained beams
+ Examples
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▶️ Watch Eurocode 3 Series
Part 01 - Introduction to Eurocode 3: • Introduction to Euroco...
Part 02 - Introduction to Eurocode 0: • Introduction to Euroco...
Part 03 - Eurocode 3 Structural Analysis: • Eurocode 3 Structural ...
Part 04 - Brittle Fracture: • Brittle Fracture | Eur...
Part 05 - Cross-section Classification + Buckling: • Cross-section Classifi...
Part 06 - Steel Beam Design - Bending + Example: • Steel Beam Design - Be...
Part 07 - Steel Beam Design - Shear: • Steel Beam Design - Sh...
Part 08 - Steel Beam Design - SLS: • Steel Beam Design - Se...
Part 09 - Introduction to Lateral Torsional Buckling: • Introduction to Latera...
Part 10 - Design Buckling Resistance Moment: • How to Calculate Desig...
Part 11 - Design Buckling Resistance Examples: • Calculation Examples o...
Part 12 - Steel Column - Compression Member Design: • Steel Column Design | ...
Part 13 - Steel Column - Buckling Resistance: • Steel Column Design | ...
Part 14 - Steel Column - Buckling Example: • Steel Column Design - ...
Part 15 - Tension Member Design - Fastener Design: • Steel Tension Member D...
Part 16 - Tension Member Design - Connections: • Steel Tension Member D...
Part 17 - Axial Compression, Bending, Torsion: • Steel Member Design | ...
Part 18 - Bolted Connections - Pinned & Fixed (Rigid): • Steel Connections | Bo...
Part 19 - Welded Connections - Pinned & Fixed (Rigid): • Steel Connections | We...
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Disclaimer: This material is provided on an 'as is' basis without warranty of any kind. There is no warranty that the material will meet your requirements, that the material is error-free, that results obtained from the use of the material will be reliable, nor that any errors in the material will be corrected.
Acknowledgement: This material was developed through a project part-funded by the UK Higher Education Academy under the Northern Ireland Enhancement Fund (grant DCE 620). Video credit: Queen's University Belfast - www.qub.ac.uk

[@kenantaylan3617]

Thanks for your great work it is very generous behaviour because in UK people are stingy about sharing information and helping other colleauges i suprised now.

[@IamDilakshana]

Kenan Taylan sharing is caring 😀

[@rahmanrahmani2896]

Your U Tubes videos related to EC3 are excellent and well done. Could you please slow down your commentaries a little bit because it is too fast to follow. Thank you and appreciated!

[@IamDilakshana]

Rahman Rahmani you’re welcome. Share them with others who design to Eurocodes.

[@deepumhallooman1481]

@@IamDilakshana hello your video are the best video available....
can you share how to calculte loading wind,dead and live using eurocode 3 for cold frame please

[@IamDilakshana]

Deepum Hallooman Thank you.
Have you looked at Eurocode 1 actions on structures?

[@rahmanrahmani2896]

I do not understand what is this means "@@IamDilakshana" ?

[@IamDilakshana]

Rahman Rahmani It means the comment is directed to me 😉

[@mil9102]

How do you know whether to find a higher required plastic modulus Wpl,y or larger 2nd moment of area for our trial section?

[@vasiliyrohach3166]

Hi. Do you know any software like RFEM, SCIA, Sofistik in which I can calculate steel beam with cross section class 4 according to Eurocode 3, if necessary put transverse stiffeners (hw / tw > 72*eps*etta [6.2.6(6) EN 1993-1-1])?

[@IamDilakshana]

Vasiliy Rohach Hi, nothing I can recommend. Hand calculations can be tedious but free.

[@vasiliyrohach3166]

Too bad. For a simple beam, I wrote an algorithm. For more complex cases, it is better to use automation. Something about this is in the Robot Structural Analysis.

[@AliAsghar-nk2sk]

Explained well but you describe speedily

[@damithdushmantha3129]

ARE U SRI LANKAN??