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intermediate nodes on ubc analysis

Thread starter MAITO
Start date Mar 9, 2002

Status: Not open for further replies.

Mar 9, 2002

MAITO

Civil/Environmental

good day!

In modelling a space frame structure for building, where there are intermediate nodes due to secondary members on the main members, do these create wrong distribution of lateral forces when using UBC for the analysis of the super structure? suggestions?

thanks