STAAD.Pro Ideas Portal
Welcome to the STAAD.Pro Ideas portal. The purpose of this site is to post ideas for enhancements and new features. We value your feedback and our team regularly reviews your suggestions for consideration in future releases.
You have 3 options for providing feedback:
Vote for an existing Idea. The popularity of an Idea helps us understand its importance to our users.
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When you Vote, Comment, or Add an idea you will also be subscribed to that Idea and will receive status updates. Please note that we may merge or rename Ideas for clarity. Thank you for your support and feedback, it is always appreciated!
As allowable stresses of Steel members depends upon its Section classification , so it is an important criteria in Steel Design. In the Staad Output file, section classification of web and flange element is reported as Plastic or Compact but values is not shown. Now , the limit of the values can be different in different codes but the values of b/t and d/t is a property of Steel Section which will be same across the globe. These values become more important in case of Built up Sections or Box sections because the depth or thickness are not showing graphically hence difficult to explain to Clients. So, kindly resolve this issue. Thanks
Thank you for posting this idea. However, it would help if you could clarify the idea a little and provide details of how this would help engineers deliver their project? I believe that you are trying to get more clarification on the section section classification beyond the class. As each design code has different requirements, we have to design each output accordingly. Are you looking at the IS800 design code or have another one in mind.
Dear Team
Do needful Please as its required.