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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 enough available space for fillet weld. 695DEE27-D1D4-4359-BA69-F51FC052A6A5
E86CEC60-9811-4F21-8378-1AA264B1D951
W12X14 W14X90 BEAM_TO_COLUMN WEB 0 0.00 90.00 0.00 0.00 7.85 25 0 0 0 0.00 0.00 0.00 0 0 1032.63
Part of group with Not enough available space for fillet weld. B4A8BBE6-B523-4B01-8AAA-7FFD0943DD97
52F03D7C-F789-4945-A234-8CEE041E5A17
W12X14 W14X120 BEAM_TO_COLUMN WEB 0 0.00 90.00 0.00 0.00 7.85 25 0 0 0 0.00 0.00 0.00 0 0 708.625
Part of group with Not enough available space for fillet weld. 695DEE27-D1D4-4359-BA69-F51FC052A6A5
1C1FC92B-3571-4867-91E1-3AE35F72C25C
W12X14 W14X90 BEAM_TO_COLUMN WEB 0 0.00 90.00 0.00 0.00 7.85 25 0 0 0 0.00 0.00 0.00 0 0 870.625
Part of group with Not enough available space for fillet weld. 695DEE27-D1D4-4359-BA69-F51FC052A6A5
0ED27B40-69EC-49F1-821F-463086065E57
W12X14 W14X90 BEAM_TO_COLUMN WEB 0 0.00 90.00 0.00 0.00 7.85 25 0 0 0 0.00 0.00 0.00 0 0 1194.63
Part of group with Not enough available space for fillet weld. 849D18B6-F17A-437D-81B4-ECB9779C307A
7ED2D326-C623-4555-9189-37E5CB200D8D
W12X14 W14X145 BEAM_TO_COLUMN WEB 0 0.00 90.00 0.00 0.00 7.85 25 0 0 0 0.00 0.00 0.00 0 0 6.625
Part of group with Not enough available space for fillet weld. 849D18B6-F17A-437D-81B4-ECB9779C307A
814803E5-FB62-4ADC-97E3-87E82C9C045E
W12X14 W14X145 BEAM_TO_COLUMN WEB 0 0.00 90.00 0.00 0.00 7.85 25 0 0 0 0.00 0.00 0.00 0 0 222.625
Part of group with Not enough available space for fillet weld. B4A8BBE6-B523-4B01-8AAA-7FFD0943DD97
51722E2E-DE77-4900-A816-96B0B6630476
W12X14 W14X120 BEAM_TO_COLUMN WEB 0 0.00 90.00 0.00 0.00 7.85 25 0 0 0 0.00 0.00 0.00 0 0 546.625
Part of group with Not enough available space for fillet weld. B4A8BBE6-B523-4B01-8AAA-7FFD0943DD97
CFDFBFD6-6E56-4709-B762-C20275E05F4D
W12X14 W14X120 BEAM_TO_COLUMN WEB 0 0.00 90.00 0.00 0.00 7.85 25 0 0 0 0.00 0.00 0.00 0 0 384.625