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No Connections Summary Report

Company: - Josh Qnect -
Job Title: - Qnect Demo 2000 Tons -
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: LRFD
Engineering Units: Imperial
Bolt Catalog: ASTM Imperial
Profile Catalog: ASTM Imperial
Plate Material Grade Catalog: ASTM Imperial
Plate Thickness Catalog: Imperial
Detailing Distances Dimensions: Imperial
Materials: 
Weld E70
Shear Plate A572-GR.50
Angle A36
Bm Web Doubler Plate A572-GR.50
Stabilizer Plate A572-GR.50
End Plate A572-GR.50
Col Moment Plate A572-GR.50
Col Stiffener Plate A572-GR.50
Col Web Doubler Plate A572-GR.50

Summary Reports: Job Standard Summary  |  Job Sample Calcs Report    |  B+Op Connection Comparison Report  |  Standard Connection Cost Report
Job Preferences Report  |  No Connections Summary  |  No Connections Detailed    |  No Connections Reference Map
 
Shear and Axial Reports:Shear Plate: Specs  Strengths (Shear Only Connections)  Welds  Doublers  Connection Cost Report
    Strengths (Shear & Axial Connections)      
 Single Angle:  Specs  Strengths (Shear & Axial)  Welds  Doublers  Connection Cost Report
 Double Angle Reports:  Support Side Specs  Strengths (Shear & Axial)  Welds  Doublers  Connection Cost Report
    Beam Side Specs        
 End Plate Reports:  Specs  Strengths (Shear & Axial)  Welds  Connection Cost Report
 
Moment Reports: Specs  Support Strengths  Beam Flange Welds  Connection Cost Report
 Moment Plates:  Specs  Strengths  Welds  
 Column Stiffeners:  Specs  Strengths  Welds  
 Column Web Doublers:  Specs  Strengths  Welds  
 Shear Plate:  Specs  Strengths  Welds  
 Double Angle:  Support Side Specs  Strengths  Welds  
   Beam Side Specs      
 

Identified Connections
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 enough available space for fillet weld.
8 Part of group with Not connected due to being a column splice connection.
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.

No results found.

Other
  
200 - Connection Successful.
  
219 - Not connected due to being a column splice connection.
  
275 - Qnect does not yet support HSS filler beams.
  
58 - Connections to a girder where there is a column flange above or below are not supported yet.
 
  
- 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.
  
271 - Inadequate space to connect beams framing to the same side of the support.
  
65 - Connections framing too close to each other.
  
145 - Non zero horizontal offset beams not supported.
  
210 - Not connected due to being a beam splice connection.
  
270 - Filler beam workpoint is not between support end points.
  
227 - Framing condition is not yet supported by Qnect.