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No Connections Summary Report

Company: Mikes place
Job Title: 'Sample Preferences'-AISC15 - I - Extended shear plate at beam to beam -7/8 A325 1-1/8 A490_17
B+Op Status: B+Op was enabled
Building Code: AISC-15
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 A572-GR.50
Bm Web Doubler Plate A572-GR.50
Stabilizer Plate A572-GR.50
End Plate A572-GR.50
Col Moment Plate A36
Col Stiffener Plate A36
Col Web Doubler Plate A572-GR.50
Gusset Plate A572-GR.50
Column Splice Plates 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      
 
Vertical Bracing Reports:HSS Bracing: Specs        Connection Cost Report
 Single Angle Bracing: Specs        Connection Cost Report
 Wide Flange Bracing: Specs        Connection Cost Report
 
Column Splice Reports:Wide Flange Column Splice: Specs        Connection Cost Report

Identified Connections
Count Connection Status
427 Connection Successful.
35 Supported connection type not found
27 Part of group with failed connection.
22 Connection length that is required to accommodate minimum number of bolt rows exceeds available space in beam web.
19 Not connected due to being a beam splice connection.
10 Inadequate space to connect beams framing to the same side of the support.
7 Filler beam workpoint is not between support end points.
6 Framing condition is not yet supported by Qnect.
6 Grouping contains a profile (shape) that is not supported yet.
6 Non zero horizontal offset beams not supported.
4 Connections with skew less than 30 degrees are not yet supported.
2 This upper and lower column splice combination is not currently supported.
2 Not connected due to missing forces.
2 Beam to beam connection too close to a beam to beam connection.
2 Failed to find material grade specification for profile. Please make sure that material grade specification exists for selected profile.
1 Beam to column connection too close to a beam to beam connection.
1 Beam to Column connection too close to Column to Beam connection.
1 Beam to beam connection too close to a beam splice connection.
1 Column splice connections with columns that are not nominally same depth are not supported yet.


Unidentified Connections
Count Connection Status
191 Could not identify the support member to connect to or the support member is not supported by Qnect.