| - Part of group with Load computed with UDL is too high. |
| 205 - Supported connection type not found |
| 272 - Load computed with UDL is too high. |
| - Not connected due to being a column to beam connection. |
| 271 - Inadequate space to connect beams framing to the same side of the support. |
| 65 - Connections framing too close to each other. |
| - Part of group with Connections framing too close to each other. |
| - Part of group with Inadequate space to connect beams framing to the same side of the support. |
| - Part of group with Not connected due to being a beam splice connection. |
| 145 - Non zero horizontal offset beams not supported. |
| - Part of group with Qnect does not yet support HSS filler beams. |
| 210 - Not connected due to being a beam splice connection. |
| - Not enough available space for fillet weld. |
| - Part of group with Non zero horizontal offset beams not supported. |
| - Part of group with Filler beam workpoint is not between support end points. |
| - Part of group with Not connected due to the beam being sloped and skewed. |
| 270 - Filler beam workpoint is not between support end points. |
| 227 - Framing condition is not yet supported by Qnect. |
| - Not connected due to the beam being sloped and skewed. |
| - Part of group with Not enough available space for fillet weld. |
| - Part of group with Not connected due to being a column splice connection. |
| - Part of group with Connections to a girder where there is a column flange above or below are not supported yet. |
| - Beam to Column connections in a group with Column to Beam are not supported yet. |
