marincu_alex

Spreadsheets: Steel beam to column bolted connections

50 posts in this topic

Hello,

I have posted some spreadsheets for the design of bolted beam to column connections according to EN1993-1-8. I would be glad if you will use them and inform me of any errors. And also if you have some suggestions please tell me. The spreadsheets are now in moderation queue, but I hope they will be available soon.

8 people like this

Share this post


Link to post
Share on other sites

Hello Alex! Thanks a lot for uploading the spreadsheets and sharing your work with us! I am sure a lot of DTE members will find them useful!

Share this post


Link to post
Share on other sites

I enjoy the postings here because they give a bit of guidance about the work of Eurocodes... Thanks for the hard work that has gone into your spreadsheets.

Dik

Share this post


Link to post
Share on other sites

thank you so much it was very beneficial and kind

Hello,

I have posted some spreadsheets for the design of bolted beam to column connections according to EN1993-1-8. I would be glad if you will use them and inform me of any errors. And also if you have some suggestions please tell me. The spreadsheets are now in moderation queue, but I hope they will be available soon.

Share this post


Link to post
Share on other sites
I am glad that people find the spreadsheets useful :)

nice job, thank you

Share this post


Link to post
Share on other sites

Dear Readers,

I am performing a plate buckling analysis using EN1993-1-5. The problem involves two plane bening, torsion and patch loading of a welded box (typically used in cranes). I am trying to develope an excel tool for the same.

However, it will be great help if somebody can share the tool with me if it is available.

Thank you,

Prasad

Share this post


Link to post
Share on other sites

Please how can I download the files ..Thanks a lot :)

Share this post


Link to post
Share on other sites

Please how can I download this files ..

Thanks

Share this post


Link to post
Share on other sites

I'm trying to make a Spreadsheets with the Swiss norm.

This document will help me a lot!

Thank you!

I'll post my Spreadsheet when i'll finish it ;-)

Share this post


Link to post
Share on other sites

Can someone please tell me where I can download this spreadsheet? I dont see a download option anywhere...

Thanks

Share this post


Link to post
Share on other sites
Hello,

I have posted some spreadsheets for the design of bolted beam to column connections according to EN1993-1-8. I would be glad if you will use them and inform me of any errors. And also if you have some suggestions please tell me. The spreadsheets are now in moderation queue, but I hope they will be available soon.

Hi,

Could you please let me know how to download this spreadsheet.

Share this post


Link to post
Share on other sites

Thank you for this, I am new to eurocodes and was looking for a bit of help

Share this post


Link to post
Share on other sites

Create an account or sign in to comment

You need to be a member in order to leave a comment

Create an account

Sign up for a new account in our community. It's easy!


Register a new account

Sign in

Already have an account? Sign in here.


Sign In Now

  • Recently Browsing   0 members

    No registered users viewing this page.

  • Similar Content

    • By Hang
      Hello Engineers,  I am a Bachelor degree student in civil engineering. Do you guys have any workout pdf examples of steel beam design according to EC3. I am not familiar with EC3 so it could be nice to see some detail workout example. Thanks
    • By saruncivil
      Dear Engineers, 

      How to calculate expansion joint width between steel structures (Industrial Structures). 
      Thank in advance for your valuable reply. 

      Best regards, 
      Arun S
    • By Saikiran Gone
      Dear Engineers,
       
      Kindly suggest me the combination for which deflection check need to done to a steel member for DL + Earthquake load cases.
       
      Regards,
      Saikiran Gone.
       
    • By Motaz Salah
      Composite encased column load transfer with shear connectors 
    • By Stelios89
      Hello everyone,
       
      I am not familiar with the use of forums so I am not sure how we can help each other but for starters I'd like some assistance with the design of a steel tee beam.
       
      The section is just shy of 0.5m, and on one side it is bearing onto masonry (100mm blockwork) and the other is bolted onto the web of a steel I-beam. It is also loaded on both its sides by approximately 5.5kN/m (total). 
       
      Please, if possible, provide some guidance as to how this section is classified and which parts of the eurocode would allow me to design it. I've already done some parts of it, where I basically assume that the section is in tension but I am not sure if I am missing anything.