Im not sure what going on...
my units are set to imperial units in the design file and ive chosen an imperial bar code. It seems though that the bar bends are in milimeters and I have no idea how the weight calculation is being done.
10, 25ft #5 bars should not weigh 6695 lbs(?)
the recommended workflow is to use a Prosteel Seed file, reference in the OBM model and reinforce it, for imperial please use our imperial seed file and for metric our metric one. If you have used the US/Can localization its likely that you have opened an metric OBM file in an imperial ProConcrete environment.
Reinforcement works with References.
Please check the unit settings, best is when your referenced in OBM modell and our ProConcrete Seed file have the same units.
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I am using ss8. I used a seed file that was supplied with OpenBridgeModeler, since that where i started the model to create the concrete piers. I am using a custom project that was start by using the USA/Canada project. dgn attached, i cannot attached the .mdb
4380.PS_Steel Continous_Pier 1_.dgn