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sleeved columns

sleeved columns

sleeved columns

(OP)
has anyone seen any analysis for calculating continuity for a sleeved column arrangement?
the construction consists of a standard wide flange section with a lower portion consisting of plates and channels forming a box. The overlap where the wide flange section sits inside the composite box is about 30" in length.

RE: sleeved columns

Are you looking for some type of computer program to do the analysis? Seems to me you have to calculate the properties of the composite section and check the column at the composite section and at the most critical location of the W without the composite stuff added.

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