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  1. JohnB965

    Axial Shortening in Walls and Columns

    Hi plopez I had a similar problem recently. I modeled a multi storey building recently using etabs and then did a column rundown using hand calculations. I found that the columns near the walls were not taking as much load as they should. I think this is because the beams or slabs are trying to...
  2. JohnB965

    ETABS Floor seismic and wind acceleration

    Hi, can someone advise me how to determine wind and seismic floor accelerations using ETABS. In addition, does anyone know if ETABS can calculate dynamic wind forces in a similar way that it calculates seismic forces. Thanks and Regards
  3. JohnB965

    Lateral Drifts using ETABS and UBD

    I am currently using ETABS and UBC Code to model buildings in the middle east. Although ETABS calculates lateral drifts I am not sure of the following :- 1. ETABS calculates lateral drifts based on the SRSS earthquake load case. Does this value need to be multiplied by 0.7 R to obtain maximum...

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