How to work out a steel beam splice connection.

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Here's how to work out a steel beam splice connection. In this easy-to-follow tutorial, we take you to step by step through a practical worked example, explaining how to design a splice as well as end plate connections.
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[@hoyeolhur8953]

better than 4 years of uni courses. Can learn more through this channel, please keep uploading design example videos !!

[@efy5aru]

I'd love to see an example of a goal-post system and its pad base design.. Thanks for the awesome videos...really enjoying them

[@StructuralEngineerCalcs]

Uploaded!

[@suhaibkhan7356]

You doing great work with simple manner

[@mohamedel-bana5264]

I really enjoy your videos thank you so much

[@Will_The_Engineer]

Love this vid, very clear. Thanks

[@StructuralEngineerCalcs]

Thank you for your kind words! I'm so glad to hear that you found the video clear and helpful. If you have any questions or feedback, please don't hesitate to let me know. I appreciate your support and hope you continue to enjoy the content on this channel.

[@Elsa_Jennifer]

Thank you for the video

[@pandianshanthakumar4163]

Great Explanation..in a simple way. Thanks a lot... for sharing knowledge... Can you make a tutorial for Beam welded splice butt joints? please.

[@jacksonphillips6276]

Very well explained. Thank you

[@88925611]

Great video. Thanks

[@corytierney9318]

Thanks for the videos, keep it up 👍🏼

[@musamahomed]

Awesome Video. Can you please do a video on the design of fabricated box girder with stiffeners.

[@alanjan2000]

Great example. Can you do one with welding please?

[@caerleon87]

I am no structural engineer, but i am a welder.. If you used full penetration welds [as you would do] then you would not need any additional plates, just weld the ends together. Problem would be, the resulting distortion, the beam would be anything but straight..

[@nisarabbas6591]

Hi sir, thanks for your guidance. Can you please add the real time picture that's help to understand where you are and what your are doing. Thank you so much sir

[@er.lalitbhatt7343]

Appreciate the hard work Dear Structural Engineer Calc. Can we also make a video regarding the design of base plate for steel columns. It would be great to start with the base for steel works. Thank You ! Keep sharing your knowledge with us.

[@StructuralEngineerCalcs]

Thank you! It's on our to do list :)

[@er.lalitbhatt7343]

@@StructuralEngineerCalcs I would prefer the basis design for anchor bolts it's so confusing to design however base plate can be designed with fixed set of formulas in every codes. Thank you.

[@StructuralEngineerCalcs]

@@er.lalitbhatt7343 Added to our list.

[@rajaaisyaafrinarajanazarud9884]

Thank you for the video. Can you share a video design splice for rectangularhollow section beam. Appreciate it very much.

[@troyyee8307]

Quick question how did you get the design load

[@emmadavies7434]

Great work, can you possibly do a video on a portal frame design 😀

[@StructuralEngineerCalcs]

Thank you, it's on its way!

[@abbas2294]

Kindly upload a video on Fully restrained moment and partially restrained moment connections.

[@StructuralEngineerCalcs]

Added to the list. Stay tuned!

[@ramkeswani2409]

Thank you

[@joniosch3319]

As someone brought up with BS449 I greatly enjoy these videos working to currant standards, However, detailing a 35 mm thick flange plate for a 18.8 mm thick flange, raises concern.

[@perdhanasetyo8652]

Can advice where the "bolt load capacity" refer from?

[@ruysg]

Are these bolts all snug tight?

[@Ackybone]

Please could you do a timber beam example

[@plummetplum]

Can you do an end plate/butt joint splice beam?

[@eskinnyhenry1786]

Hello great work you doing here... Can you please upload a video on how to design a Gable or portal frame Warehouse or workshops for the mining and oil and gas sector

[@StructuralEngineerCalcs]

Thank you, we will get right on it, stay tuned!

[@ashishjigajinni]

In 4mm fillet weld strength, what's the value 0.38 you have considered?

[@plummetplum]

I've seen spliced beams in loft conversion videos and no flange plates used as specified by structural engineer. I want to have a beam like this so as to minimise loft space height. Is this possible?

[@user-if9dd4ok5e]

The only thing missing in this example is the calculation for the length of the flange plate required

[@orfeaspapaioannou2755]

why flange area = Flange force/fy?

[@amrabdullah1995]

stress = force / Area ,rearrange it so Area = force / stress

[@augustwest8559]

Do we really need all these numbers. Won’t it be obvious if the bolts and plates are too big or too small.

[@caerleon87]

Err, no..

[@davecherylbjjclark6505]

can i send you some drawing to look over ?

[@StructuralEngineerCalcs]

Yes of course no problem.

[@davecherylbjjclark6505]

@@StructuralEngineerCalcs I am looking to build a gym using angle iron 50x50 with 1/2" round bar as diagonals

[@danrothbart5499]

The audio is so confusing