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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)
Part of group with Not connected due to being a column splice connection. 8D380BA7-470A-46EB-AC04-0B346404ABEE
0890C31C-0E92-47C3-8678-FCCE88B205BF
W18X143 W14X61 BEAM_TO_COLUMN FLANGE_BOTTOM 0 0.00 90.00 19.50 0.00 32.48 72 0 0 0 0.00 0.00 0.00 0 0 2030.25
Part of group with Not connected due to being a column splice connection. 8D380BA7-470A-46EB-AC04-0B346404ABEE
DA3A0C2D-E764-4BC9-8723-5B11909E3C86
W18X35 W14X61 BEAM_TO_COLUMN FLANGE_BOTTOM 0 0.00 -90.00 17.75 0.00 32.52 18 0 0 0 0.00 0.00 0.00 0 0 2028.5
Part of group with Not connected due to being a column splice connection. 8D380BA7-470A-46EB-AC04-0B346404ABEE
D6E76792-486E-4F11-A233-E4513053F9FA
W12X14 W14X61 BEAM_TO_COLUMN WEB_BOTTOM 0 0.00 90.00 11.88 0.00 9.95 25 0 0 0 0.00 0.00 0.00 0 0 2022.63
Part of group with Not connected due to being a column splice connection. 256EEFF9-D368-46E3-86F4-5760B6CE745A
D5B94786-A91C-4967-982E-220EF3465CED
W30X108 W14X176 BEAM_TO_COLUMN WEB 0 0.00 90.00 0.00 0.00 44.92 41 0 0 0 0.00 0.00 0.00 0 0 240.625
Part of group with Not connected due to being a column splice connection. DED0233D-B38B-46D3-9A14-0D2DD964607C
C4C677BF-01CF-40B6-AA60-FD5CB49EA76B
W30X108 W14X120 BEAM_TO_COLUMN WEB 0 0.00 90.00 0.00 0.00 44.92 41 0 0 0 0.00 0.00 0.00 0 0 1212.63
Part of group with Not connected due to being a column splice connection. E56A7BEB-870C-414D-B0E6-DA41BF1E9951
9258B322-7F52-4655-AECB-8BBBCB754CF5
W14X193 W14X233 COLUMN_SPLICE NONE 0 90.00 180.00 0.00 0.16 40.48 0 0 0 0 0.00 0.00 0.00 0 0 1229.52
Part of group with Not connected due to being a column splice connection. DA9F25BC-167E-4DE7-A9FE-0BDC46482C0F
8AD1664C-F7C8-4AA4-8C1B-6DD73CB0A681
W14X211 W14X257 COLUMN_SPLICE NONE 0 90.00 180.00 0.00 0.00 40.48 0 0 0 0 0.00 0.00 0.00 0 0 750.009
Part of group with Not connected due to being a column splice connection. 0A4413E4-EEA3-4095-B9FE-32B9E56B12F5
B4047916-F629-490E-A1C9-F1A1216D9BA0
W14X193 W14X233 COLUMN_SPLICE NONE 0 90.00 180.00 0.00 0.00 40.48 0 0 0 0 0.00 0.00 0.00 0 0 1235.99