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From version < 20.2 >
edited by IwonaBudny
on 2018/09/06 15:15
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311 311  == Final results of seismic effect (Seismic max.) in load groups ==
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314 -Final results of seismic effect (Seismic max.) can be applied in load groups in all codes. Using EC8 and NS3491-12 program give possibility to have Seismic load type beside Permanent, Temporary and Accidental load type. In all other codes it is recommended to apply the Seismic load type in the Accidental load type. The final results of seismic effect take part with +/- sign automatically in the load group combination.
314 +Final results of seismic effect (Seismic max.) can be applied in load groups in all codes. Using EC8 and NS3491-12 program give possibility to have Seismic load type beside Permanent, Temporary and Accidental load type. In all other codes it is recommended to apply the Seismic load type in the Accidental load type.
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317 +The final results of seismic effect take part with +/- sign automatically in the load group combination.
318 +
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317 317  [[image:1536239721199-472.png||height="59" width="249"]]
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319 319  ----
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