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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)
Framing condition is not yet supported by Qnect. 380C0450-E673-4C3A-B6DB-9B8B15560968
061CD475-F454-4C42-AC1E-79DCE10446B7
W14X61 HSS16X8X1/2 COLUMN_TO_BEAM BELOW 0 -90.00 0.00 0.00 0.00 21.42 0 0 0 0 0.00 0.00 0.00 0 0 2284.5
Framing condition is not yet supported by Qnect. FAD4F938-86D1-4CF8-ABCC-59AF95146B3C
46022672-A263-41E3-BE1B-5233A95442D7
W14X43 HSS16X8X1/2 COLUMN_TO_BEAM BELOW_FLANGE 0 -90.00 90.00 0.00 0.00 21.42 0 0 0 0 0.00 0.00 0.00 0 0 2284.5
Framing condition is not yet supported by Qnect. 12271B2D-328A-4980-9C13-72EC0ED7C824
B702B89D-A7C0-4D3A-937D-BCB51C5B7934
HSS14X14X3/8 HSS16X8X1/2 COLUMN_TO_BEAM BELOW 0 -90.00 -90.00 0.00 0.00 21.40 0 0 0 0 0.00 0.00 0.00 0 0 2284.5
Framing condition is not yet supported by Qnect. F74B3939-90CD-46C3-9CC5-2A56C3DE1DA4
AA7E27DF-A8A1-445A-8B8A-CC454324696A
HSS6X6X1/4 W14X43 BEAM_TO_COLUMN FLANGE 0 0.00 90.00 0.00 6.00 1.60 64.1045 0 0 0 0.00 0.00 0.00 0 0 1834
Framing condition is not yet supported by Qnect. 8947A135-68C5-46CC-8E05-B28987D6170A
AC5F84E0-62FB-4AE2-A46C-C7BA4A157CF6
HSS6X6X1/4 W14X43 BEAM_TO_COLUMN FLANGE 0 0.00 90.00 0.00 6.00 1.60 64.1045 0 0 0 0.00 0.00 0.00 0 0 1834
Framing condition is not yet supported by Qnect. 7AF1A487-25FD-474C-ACFA-2872A3AE369A
F52BD167-B6EE-414B-BE1C-48DE68B38C89
HSS6X6X1/4 W14X43 BEAM_TO_COLUMN FLANGE 0 0.00 90.00 0.00 6.00 1.60 64.1045 0 0 0 0.00 0.00 0.00 0 0 1834
Framing condition is not yet supported by Qnect. EFDE2B89-981B-433F-8CD6-17ED3BF4C148
0BED20DE-5349-42DC-8FE3-2865DBD90D9B
HSS6X6X1/4 W14X43 BEAM_TO_COLUMN FLANGE 0 0.00 90.00 0.00 6.00 1.60 64.1045 0 0 0 0.00 0.00 0.00 0 0 1834
Framing condition is not yet supported by Qnect. 4E860B32-D2BC-496D-820D-93AC7D54BF55
C5DFCC2A-AB41-4AE6-BA45-244A2DC38D64
HSS6X6X1/4 W14X43 BEAM_TO_COLUMN FLANGE 0 0.00 90.00 0.00 6.00 1.60 64.1045 0 0 0 0.00 0.00 0.00 0 0 1834
Framing condition is not yet supported by Qnect. 06EFA10C-AC85-48E2-BB76-4CDD620AB53F
82621609-0930-4A7A-90E7-335A0781A457
HSS6X6X1/4 W14X68 BEAM_TO_COLUMN FLANGE 0 0.00 90.00 6.00 0.00 1.60 64.1045 0 0 0 0.00 0.00 0.00 0 0 1834