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11-25-2018
04:57 AM
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Hi there,
I'm currently trying to carry out analysis for a bridge model and need to consider both unfavourable and favourable partial factors for load cases. E.g. for wind loading I need to use a partial factor of 0 for favourable and 1.7 for unfavourable.
I know that I could manually go through and create load combinations for favourable and unfavourable actions in turn but this will be really time consuming. Is there a way of enveloping these factors so that the software will output maximum and minimum values for bending, shear etc., taking into account both the partial factor values?
Thanks,
Lauren
Solved! Go to Solution.