Steel Column Design Example - Structural Engineering

[@mybuddy3119]

This is one of the most easiest to understand about steel column design.

[@noahnorberg575]

Keep up the good work, as stated above, class 3 and 4 design would be great in the future

[@Giorcardo1194]

A class 3 or 4 design would be great in the future!

[@surferrosa7285]

Just one question. When you were calculating the eccentricity of the axial load, should you not have taken 100mm plus half the height of the column?

[@rithikchand357]

Yeah, that makes the full eccentricity. h/2 + 100mm

[@NoamanPSE]

please give us justification on the last part of the design video. adding the two ratios are still larger than 1.0. ??? where you said it is ok .please elaborate

[@EddieHJJJ]

That’s an excellent and clear presentation! May I please ask what programme did you use to produce the calculation in your presentation? Thanks

[@EverydayDazz]

Thanks.
I’m using goodnotes 5 on my iPad.

[@amitanakiya3921]

Which stardard do you use for this tutorial ?

[@tayssir3031]

Do you not check for axial and biaxial bending.?

[@abrahammosqueda1801]

Why the secondary beams are transferring no load? What about the portion of slab/deck/panel that is resting above them?

[@engr810]

Thanks for posting ...

[@Lyricalmelody269]

If fy= 275 N/mm^2 that mean steel grade is S275 but 16< tf= 20.5mm < 40 so mean fy = 265 N/mm^2 right ?

[@kennyblack7237]

I'm stuck on that thought too. Did you ever work it out?

[@Majdi-b6h]

Can anyone explain why the effective length factors are different for yy and zz. Thx

[@LilFrevs]

different end fixities for major and minor axis 0:55

[@engr810]

Thanks

[@yueyu4565]

Where can i find different section dimensions

[@EverydayDazz]

In the Uk we use the Sci blue book to find section dimensions/properties