How to do a steel beam calculation

In this video, we'll look at an example of how we can design a steel beam, checking shear, bending moment capacity and deflection.

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[iaincrawford]

Great channel, extremely useful and easy to understand, gold star! ⭐️

[mayowasunkanmi]

you are doing great here. your videos are very comprehensive and of inestimable value. please could you do a video on the design of gantry cranes?

[emmadavies]

Very grateful for this tutorial secalcs! Great explanation simple and easy 👏

[Irishfan]

I would like to see thess calculations using the US standard of weights and distance and American standards steel sizes!

[Droningonuk]

Not gonna lie you lost me about 9 seconds in😂

[hermannengineering-rflo]

this video is very nice

please which software are you using to do this video?

[LvPatriot]

Yet another great video.
Would be great to see a calculation for the laminated cross section, calculating the shear in each layer to determine the glue capacity.
Or even laminated glass beam.
Or glass balustrade calculation according to EN 16612.
Or Raft foundation.
Or wind load calculation for the courtyard of a tall building.

[milonrojas]

Thanks for the video, but to really teach the design of a metallic beam, you must add a box explaining what each letter stands for. Because, if you are explaining the design of a beam to a person that already know what forces, and how this forces affect the beam, then the video is of not much use. Beginning with the notion that algebraic expression can be solved by any student of last high school year. Thanks again

[ramen]

Thank you so much ....
Found it so helpful

[mahmudulislam]

Thank you for your detailed explanation.

I have a question, from 04:20-06:15 you have determined sectional classification for flange and web.
In both cases you have used tf > 16mm, and accordingly used fy value as 345 N/mm^2 to determine the coefficient for sectional classification (epsilon).

I was wondering, why not calculate epsilon for flange and web separately, using tw & tf with respective fy values?

[genie]

Was working on a problem similar to this some days ago, doesn't the maximum moment occur at a diff location from the middle of the beam because of the extra applied load at the middle ? Please I need clarifications ✌

[contryface]

I ve a sere load of 4000kg over a span of 2 meters. What capacity of MS I beam do I need. Sere load concentrated over 250x250 mm area from wall.

[maggysantana]

Thanks for the video. I would like to see the entire calculation for a truss 30M span with reactions. Please. Thanks

[leo.raffael]

Kindly, share with us a lot how to design a beam for a steel, which reality can be used (constructed)

[kabur]

Should do a video where the beam isn't plastic but either semi-compact or slender

[Baradewa]

Could you please make the same video but for columns.

[gnidnoeled]

Would you tell us why a structural steel box girder for metro rail transit is joined at a location with in the clear span but near the portal beam support?

[paneristovski]

Hello.Yours videos are impresive.Can you please you to make video how to design tapered steel beam and column
according ec. Please and tankyou.

[jonnyb]

Still learning, trying to figure out what beam to use on a 50’ free span . Help please

[boimah]

Hello could you tell me the gadgets you used to make your videos. I admire the illustration.