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  • Users: Mazi24
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  1. Mazi24

    Eurocode 8 lateral forces issue

    Dear Users, Does anybody have any idea why in ETABS and SAP2000 seismic loadings for EUROCODE8 are calculated based on weight and not mass. The formula in code is (Fb = Sd * m * Lambda) but in lateral force manual which comes with these softwares it is stated as (Fb = Sd * W * Lambda) and by...
  2. Mazi24

    Drift limit in BS code

    Dear users, I'm new to BS code and I'm modeling a building with notional and wind loadings based on BS 6399-2:1997. However, I' was not able to find the code specified limit to check the lateral displacement. Any help would be appreciated. Thanks,

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