The load at which the column bends or buckles is Known as buckling load.
Long column fails by buckling and failure of column depends on end condition. This the first type of end condition and I will be uploading videos on all the other type of end condition in coming days.
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SF and BMD of over hanging beam carrying UDL throughout its span:
https://youtu.be/GMIVx_RGw-I
SF and BMD of beam carrying UVL:
https://youtu.be/LtUH08AbCJg
How to calculate MOI of composite section:
Moment of Inertia: https://www.youtube.com/playlist?list=PL513Y7_xBTnCk2BZ8O5FLe1HSv2LhXylS
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Column with both end hinged | Expression for buckling load | NatokHD