I've not found better place to place such question but I wanted to model T section using concreteproperties (via sectionproperties) which are based on Shapely. There is a concrete_tee_section function but it has no theta argument, so i dont think we can use StructuralCodes for extracting section capacity results? Can you confirm? Thank you
At least this is the error i was getting. I thought it would have been possible as GenericSection function can use CompoundGeometry as well. I may have done something wrong then, just couldn't figure it out
Hi Mikolaj, The best place to ask this question is https://github.com/fib-international/structuralcodes/issues - make sure to clearly outline your code logic and where you are getting stuck, maybe even linking to GitHub gist would help you solve this - so people can see your problem in detail.
Ok! Will do then. Wasn’t sure whether it was any issue with the code so was hesitant to post there😅. I will ask the general question about T section and also specifically about what I have done too. Thanks
I've not found better place to place such question but I wanted to model T section using concreteproperties (via sectionproperties) which are based on Shapely. There is a concrete_tee_section function but it has no theta argument, so i dont think we can use StructuralCodes for extracting section capacity results? Can you confirm? Thank you
At least this is the error i was getting. I thought it would have been possible as GenericSection function can use CompoundGeometry as well. I may have done something wrong then, just couldn't figure it out
Hi Mikolaj, The best place to ask this question is https://github.com/fib-international/structuralcodes/issues - make sure to clearly outline your code logic and where you are getting stuck, maybe even linking to GitHub gist would help you solve this - so people can see your problem in detail.
Ok! Will do then. Wasn’t sure whether it was any issue with the code so was hesitant to post there😅. I will ask the general question about T section and also specifically about what I have done too. Thanks
It's OK to ask a clarifying question - this also helps Morten and his team understand how people are using structuralcodes.