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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 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

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)
Connections to a girder where there is a column flange above or below are not supported yet. E7EC1C34-E0C9-4388-A987-906874F4FE8A
B50EB32B-3D8D-4945-8CE9-CA3A09181C22
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
Connections to a girder where there is a column flange above or below are not supported yet. 9DBA1190-D366-4F39-9406-FCE8BDDB6335
E7EC1C34-E0C9-4388-A987-906874F4FE8A
W14X22 W14X22 BEAM_TO_BEAM NONE 0 0.00 90.00 0.00 0.00 32.48 10.2015 0 0 0 0.00 0.00 0.00 0 0 2282.25
Connections to a girder where there is a column flange above or below are not supported yet. 6815E598-889F-410D-A199-6334C0E62A0F
9D406AB8-1B78-4133-BDDA-799B127C0192
W21X44 W18X40 BEAM_TO_BEAM NONE 0 0.00 82.89 2.75 0.00 26.98 47 0 0 0 0.00 0.00 0.00 0 0 2031.38
Connections to a girder where there is a column flange above or below are not supported yet. D83E7D92-5F8D-4E00-AE97-1C88E941B14D
98550496-1EAE-45E3-877C-94C5CF156DE9
W14X22 W14X22 BEAM_TO_BEAM NONE 0 0.00 -90.00 0.00 0.00 32.48 10.2015 0 0 0 0.00 0.00 0.00 0 0 2282.25
Connections to a girder where there is a column flange above or below are not supported yet. 8CAFBD56-831C-4A9B-A255-7B9DA625207E
F78A4D78-AD64-4B86-BE6B-E23A1FCF3C4D
W18X35 W21X55 BEAM_TO_BEAM NONE 0 0.00 90.00 -3.00 0.00 20.00 33 0 0 0 0.00 0.00 0.00 0 0 2028.5
Connections to a girder where there is a column flange above or below are not supported yet. 9D406AB8-1B78-4133-BDDA-799B127C0192
3E81227F-89E2-48F3-A9E8-76C9CAC23401
W12X14 W21X44 BEAM_TO_BEAM NONE 0 0.00 -90.00 -8.75 0.00 10.65 25 0 0 0 0.00 0.00 0.00 0 0 2022.63