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  1. boyq

    Intermediate Forces in OpenSTAAD

    I just utilized convert text-to-column wizard of MsExcel instead and it was now able to tabulate staad output data to my worksheet. Consider this as solved. Structural Engineer
  2. boyq

    Intermediate Forces in OpenSTAAD

    Hi. I'm new to OpenSTAAD. I wanted to output a table for Section Forces at given distance which is not covered by STAAD default increments(up to 12). I know I could use "Print Member Sections Force List" Command and defining a custom section but the output is not usable in excel since it's not...
  3. boyq

    SHEAR WALL SUPPORTING BEAMS, COLUMN-BEAM-SLAB MODELING(WITH OFFSETS)

    Greetings respected engineers. I want to understand and learn how to use ETABS in designing.It's my first time to use ETABS. I am confused on how to model, analyze, and design this building. I need some assistance with the following: 1. How to model shear wall in ETABS to support the beams...

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