The telescoping metal columns you sometimes see in basements are not approved for permanent structural use. Unfortunately, many do-it-your-selfers and sometimes contractors, use this type of column instead of an approved type. Fortunately, there is now a greater distinction being made between the different types of columns by lumberyards and manufacturers.
Telescoping adjustable metal support columns are not approved for use as permanent structural support by the IRC (International Residential Code). They are to be used as temporary support only. They have also been found to be subject to sudden and catastrophic collapse.
No telescopic adjustable column has been evaluated by a U.S. evaluation firm and none of their manufacturers cite an engineering report to prove these columns' ability to carry a specific load. Also, according to the IRC, a steel column must be at least 3 inches in diameter. All telescopic columns are less than 3 inches in diameter. Think of these telescopic columns the way you would think of a car jack. They only exist to temporarily "jack up" a part of a building and should be replaced with a permanent column when the jacking up is done.
There are three common types of steel support columns used in residential basements:
Single piece columns are suitable for permanent use if labeled as such with a reference to an ICC-ES Report, a BOCA Report or a CCMC Evaluation. This means that it has been independently evaluated and found fit for permanent structural use. If it's manufactured for use in the U.S. it will cite an ICC-ES Legacy Report (issued by the International Code Council Evaluation Service), or a BOCA (Building Officials and Code Administrators) Report. They must be at least 3 inches in diameter.
Telescoping adjustable metal support columns are not approved for use as permanent structural support by the IRC (International Residential Code). They are to be used as temporary support only. They have also been found to be subject to sudden and catastrophic collapse.
Permanent one-piece (non-telescoping) adjustable columns should either be evaluated by a structural engineer or be labeled with reference to an ICC-ES or BOCA Report and thus independently evaluated as fit. It is recommended that columns be installed as follows: