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No Connections 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 Shear Plate Angle Bm Web Doubler Plate Stabilizer Plate End Plate Col Moment Plate Col Stiffener Plate Col Web Doubler Plate
E70 A572-GR.50 A36 A572-GR.50 A572-GR.50 A572-GR.50 A572-GR.50 A572-GR.50 A572-GR.50

Summary Reports: Job Standard Summary  |  Job Sample Calcs Report  |  B+Op Comparison Report
Job Preferences Report  |  No Connections Summary  |  No Connections Detailed  |  No Connections Reference Map
 
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
Moment Reports:  Specs  Support Strengths  Support Reinforcement Strengths  Moment Plate Strengths  Welds
Moment Group Reports:  Doubler Plate Specs  Doubler Plate Welds  Stiffener / Moment Plate Specs  Stiffener / Moment Plate Welds

Identified Connections
Connection Status Support & Beam GUIDs Filler Beam Girder/Col Subgroup Type Connecting Area Perimeter Part Slope Skew Vertical Offset Horizontal Offset Span Vertical Shear Horizontal Shear Axial Compression Axial Tension DL Gravity Moment LL Gravity Moment Lateral Moment (xx) Moment (yy) Torsion Work Point Z (Elevation)
Part of group with Connections to a girder where there is a column flange above or below are not supported yet. C0F54A76-A2F7-47C9-8320-E638CBB91E0C
9DBA1190-D366-4F39-9406-FCE8BDDB6335
W14X22 W14X22 BEAM_TO_BEAM NONE 0 0.00 -90.00 0.00 0.00 19.94 16.6145 0 0 0 0.00 0.00 0.00 0 0 2282.25
Part of group with Connections to a girder where there is a column flange above or below are not supported yet. 98550496-1EAE-45E3-877C-94C5CF156DE9
FE52CDED-369B-4256-AA0A-3DACCB1205F5
W14X22 W14X22 BEAM_TO_BEAM NONE 0 0.00 90.00 0.00 0.00 20.00 16.5669 0 0 0 0.00 0.00 0.00 0 0 2282.25
Part of group with Connections to a girder where there is a column flange above or below are not supported yet. 3E81227F-89E2-48F3-A9E8-76C9CAC23401
427C6FEC-A3F4-4B94-AF2F-2036950F72C5
W16X26 W12X14 BEAM_TO_BEAM NONE 0 0.00 90.00 3.88 0.00 20.00 22 0 0 0 0.00 0.00 0.00 0 0 2026.5