I'm wondering why Autodesk has used a formula to create the detail component versions of the Rebar bends, but when you go to model it, the rebar types have all been set to the same radius. Since they try to follow the AISC for shapes, why can't the follow CRSI for bar bends. Now anyone that wants to model rebar need to fix it.
It's things like this that just annoy me.
If there's a standard, why can't they just follow it?
It shouldn't take a person more than a day to enter all this info in. Now we all get to do it.