Structural feedback – BIG ideas

This feedback forum is for your magnificent ideas for Oasys Structural software: major new features, significant changes to existing functionality, – suggestions that will impact on our development plan. These will be considered and prioritized in consultation with the Regional Panel.

You have 20 votes to distribute as you wish. You can reallocate votes at any time. Votes are released back into your pool when an item is completed (or declined).

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  1. Table View upgrade


    • improve reliability of copy/paste

    • Provide ability to perform basic calculations in a input cell

    gui #table

    6 votes
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    1 comment  ·  General  ·  Flag idea as inappropriate…  ·  Admin →
  2. AdSec & ADC interactive positioning of bars

    Allow user to manually adjust position of reinforcement bars
    - Provide option to analyse section in ADC

    sculpt #rcmem

    4 votes
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    open for voting  ·  2 comments  ·  General  ·  Flag idea as inappropriate…  ·  Admin →
  3. 1 vote
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    open for voting  ·  0 comments  ·  General  ·  Flag idea as inappropriate…  ·  Admin →
  4. Unicode text

    Enable the use of a wide range of writing systems, including Chinese, Japanese and Greek, in Oasys structural products.

    system

    1 vote
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    started  ·  0 comments  ·  General  ·  Flag idea as inappropriate…  ·  Admin →
  5. Section LOR Steetley shapes

    The section wizard should offer Lang O'Rourke Steetley shapes as standard section shapes.

    section

    1 vote
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    open for voting  ·  0 comments  ·  General  ·  Flag idea as inappropriate…  ·  Admin →
  6. Proposal to develop a postprocessor for design of reinforced concrete shell structures.

    Proposal to develop a postprocessor for design of reinforced concrete shell structures.

    This proposal is based on the work we are doing on the White Rose CGS.

    I would be happy to share my insight which is based on working with such tools developed in Norway the last 30 years. In addition I have been instrumental in the newest development of OO’s postprocessor, which is capable of doing simple nonlinear analysis by feeding back the stiffness to the FEM software and doing interactions.

    The development should be made in several steps:


    1. A stand-alone program with user input only. This have…
    1 vote
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    open for voting  ·  0 comments  ·  General  ·  Flag idea as inappropriate…  ·  Admin →
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Structural feedback – BIG ideas

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