Jeff Hausthor
- Web-environment: update Noconnect report - separate Unidentified connections into a separate table at bottom of report.
- This will show when one or both sides of a beam are not connected to anything (not included in upload) and more importantly if the part is not identified in the building code.
- Custom Girder not Recognized
- Qnect now allows the use of mixed CISC and ASTM materials taken from the model.
- Desktop: Insert "Angled" beam flange corner cuts at End Plate, Double Angles Bolted Bolted and Welded Bolted connections
- Update Filler Strength Reduction for AISC 15th code with SC bolts
- Qnect currently has a filler bolt strength reduction calc for AISC 14th and 15th edition with bearing bolts but do not include it for SC bolts due to 14th edition J5.2.d. However, in the 15th edition, the exclusion in J5.2.d has been removed, so we also want to apply this strength reduction calc with fillers to SC bolts in ONLY the 15th edition.
- End Plate connection Diagrams
- web-environment: add 3 1/2 in gage drop down choice
- Add Doubler Optimization for MC connections where need Column Web Doubler
