How To Design a Cantilever Steel Beam.

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*Disclaimer:*
None of what we teach in our videos should be taken as 'advice,' and you should always have your designs reviewed by a competent, experienced, registered, or chartered engineer.

[@LvPatriot1]

Thanks for yet another great video.

[@jamalali680]

Great vid much appreciated

[@mode1charlie170]

An FEA analysis on this problem results in maximum 285 MPA (von Mises Stress) and maximum deflection of 1.8 mm.

[@jackroberts301]

Your channel is next level. Not gonna lie 👍

[@evelyngreen8281]

Another great video ❤️

[@jamesmca3326]

Great vid

[@curiosity_environs602]

Great 👏

[@Structure-Dubai]

great... please Haunch and apex connections next...

[@lincolnlee3804]

Can you do a deflection check? Thanks

[@Engr.Jzar1]

I hope that you also included the connection design of this.

[@markr8604]

Hi guys! Great video. Could you expand on this tutorial to carryout a lateral resistance (and torsional) check?
I see this tutorial as a perfect example for modern day balcony design. Sometimes the cantilever stubs are enough. On a current project, we have a 4# 152 UC cantilever stubs (S355)... With no lateral restraint at the ends. Would be good to build on what considerations you'd need to consider!/ calculate etc. Thanks again though! As always 👍👍

[@vasiliszotos4754]

Do we need to do a buckling check since the bottom part is in compression and unrestrained

[@di-on-ay4257]

can you do a video on foundation design for cantilever beam supported by steel column has span of 10m. Example: It is a steel awning for commercial buildings.