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  1. lebron1987

    Beam forces in ETABS vs. SAFE

    @slickdeals: the slab was modelled as membrane element in Etabs. @nonlinearer: I will try what you say Thanks for your answers!
  2. lebron1987

    Beam forces in ETABS vs. SAFE

    Here is the Etabs model and the previous post conteins the SAFE model.http://files.engineering.com/getfile.aspx?folder=52939658-0d33-4e18-bdc3-5a74361b84cc&file=ETABS_model.rar
  3. lebron1987

    Beam forces in ETABS vs. SAFE

    Please refer to GF combination. Thanks!http://files.engineering.com/getfile.aspx?folder=49665a05-2590-490f-8bf8-8d6ebd171d9c&file=SAFE_model.rar
  4. lebron1987

    Beam forces in ETABS vs. SAFE

    I've calculate a structure in Etabs, only for gravitational loads and then I export the first storey in SAFE to calculate both the beam and slab forces. My question is WHY for the same beam and the same combination the shear force at the end of the beam is 150kN (ETABS) and 100kN (SAFE). What...

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