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[TRNSYS-users] Output Time Base for Massive Construction



Hi,

I’m new to TRNSYS and am modelling a brick building with very thick walls in places but which has an extension with fairly lightweight thin walls.  In order to pass the stability criteria, I found it necessary to increase the output time base to 2 – what I’m wondering is how this affects the rest of the analysis, in particular the thinner lightweight walls?

Thanks for any help you can give.

Regards,

Rebecca