- Connection failed - Fixed issue where the desktop would specify that the main beam had been modified between buttons 1 and 2.
- Two-sided single angle connection to sloped girder
- 1. “Rotation” of filler beam limitations, for single angle, double angle and shear plate connectionshould be maximum from vertical of 1:12 (4.76 degrees rotation). This one shown below is toomuch. Should be kicked out with error message saying “Filler beam rotations greater than 1:12 slope from vertical not yet functional in Qnect.”
- “Rotation” of girder can be whatever is in the model, though as stated above, filler beam should be limited to 1:12 (4.76 degrees).
.png?width=276&height=263&name=QNT-8495%20(2).png)
- 2. Double angle rotated filler connections not connecting, but should.
.png?width=825&height=342&name=QNT-8495%20(3).png)
- qnect-cplus: crashing with vertical + horizontal offset combination - This combination of preferences was causing the issue and has been resolved.
- qnect-cplus: Fix AISC-15 Buckling Moment Capacity calcs out and internal comparison - Calcs report not showing correctly.
- Supplementary changes for Alias run - Alias only runs will not update the engineering but allows the customer to make alias changes like material grade syntax or bolt assembly naming conventions by using the re-engineer UDA field on the Qnect tab. This ticket added additional features to that like having it automatically recognize several connections that may have different job preferences.
- Fix OSHA related min opposite connection down distance calculation - Note that the changes in down distance did not produce incorrect results, however changes in bolt diameter and angle profile seem strange and undesired and needed to be explained.
- VB - ADD EXTENDED GUSSET CASE
- VB - Job Prefs Part 2 +3 - Make VB pages optional - Updated Vertical Bracing Preference page to have tabs for each type.
Jeff Hausthor is a co-founder and COO for Qnect LLC.
