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No Connections Summary Report

Company: - Josh Qnect -
Job Title: - Qnect Demo 2000 Tons DEL -
Session Title: Baseline
Session Date: 2018-08-31 18:06:55
Model Name: Josh_Demo_2000_Tons.db1
B+Op Status: B+Op was disabled
Building Code: AISC-14
Design Type: ASD
Unit System: Imperial
Materials:
Weld Shear Plate Angle Bm Web Doubler Plate Stabilizer Plate
E70 A36 A36 A36 A36

Summary Reports: Job Standard Summary  |  Job Sample Calcs Report  |  B+Op Comparison Report
Job Preferences Report  |  No Connections Summary  |  No Connections Detailed
 
Shear Plate Reports: Specs  Strengths (Shear Only Connections)  Strengths (Shear & Axial Connections)  Welds  Doublers
Single Angle Reports:  Specs  Strengths (Shear & Axial)  Welds  Doublers
Double Angle Reports:  Support Side Specs  Beam Side Specs  Strengths (Shear & Axial)  Welds  Doublers

Count Connection Status
3621 Connection Successful.
234 Not connected due to being a column splice connection.
227 Part of group with Load computed with UDL is too high.
164 Supported connection type not found
100 Load computed with UDL is too high.
80 Not connected due to being a column to beam connection.
60 Inadequate space to connect beams framing to the same side of the support.
46 Connections framing too close to each other.
45 Qnect does not yet support HSS filler beams.
43 Part of group with Connections framing too close to each other.
30 Part of group with Inadequate space to connect beams framing to the same side of the support.
26 Part of group with Not connected due to being a beam splice connection.
25 Non zero horizontal offset beams not supported.
19 Part of group with Qnect does not yet support HSS filler beams.
19 Not connected due to being a beam splice connection.
18 Not enough available space for fillet weld.
13 Part of group with Non zero horizontal offset beams not supported.
12 Part of group with Filler beam workpoint is not between support end points.
11 Part of group with Not connected due to the beam being sloped and skewed.
10 Filler beam workpoint is not between support end points.
9 Framing condition is not yet supported by Qnect.
9 Not connected due to the beam being sloped and skewed.
8 Part of group with Not connected due to being a column splice connection.
8 Part of group with Not enough available space for fillet weld.
6 Connections to a girder where there is a column flange above or below are not supported yet.
3 Part of group with Connections to a girder where there is a column flange above or below are not supported yet.
1 Beam to Column connections in a group with Column to Beam are not supported yet.