Robbie van Leeuwen

Hi @Agent6-6-6, thanks for this. I meant to include this with the prestress module but clearly forgot to extend it to regular reinforced concrete sections as well! Will address shortly.

Thanks @Agent6-6-6, will implement this. Just curious if this is for unbonded strands only or also bonded strands?

Hi @Lomarandil great to hear, looking forward to seeing the progress! Agree that it's probably easiest to build on NZS & AS design codes, happy to answer any questions you...

Thanks for brining this one up @Agent6-6-6. Yes at the moment ``m_xy`` is a 'sum of squares' resultant so will always be positive. I think this will need to be...

Finding this hard to reproduce, I will put on the to-do list to investigate!

Supported with #125 and `v0.6.3`!

I like the idea of having the two stress strain profiles as you describe. I believe the ~~``alpha``~~ 0.9 factor is 'built-in' to the ``alpha`` factor in the rectangular stress...

As far as I understand the 0.9 factor is built into the ``alpha`` factor in AS3600 (sorry I miswrote my previous comment). Here are the relevant code extracts (Note 1...

Sorry coming back to this after a bit of a holiday and might have lost the train of thought slightly. > I think a user specified factor equivalent to an...