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Showing content with the highest reputation on 05/10/22 in all areas

  1. I think @Simple Structures has UK experience and would be able to help. Please reach out to him. Thanks.
    1 point
  2. Hello! in Etabs V19, they have removed UBC-97 optino. however, in ETABS V19, they have retained UBC-97 the question is, while using the Design in Pakistan following BCP-2021. in ETABS for Seismic type in load pattern option, should we select UBC-97 or ASCE 7-16 ? If ASCE 7-16, how to use the values for Ss and S1? Thanks
    1 point
  3. BCP 2021 is now available on PEC website. It has tables for Ss and S1 values. So check there. Remember you have to use ACI 318-14 now as a design code. So lots of changes there also. Here is the link https://drive.google.com/file/d/1lqD7QvQ7Auo3yDM3Vd05tmbRnoYD-icm/view
    1 point
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