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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)
Not connected due to the beam being sloped and skewed. E0B08B4B-BC81-4005-AAC6-417BF00C352B
688A86B8-2381-46D6-A25D-D5B51C8C2797
W16X26 W21X50 BEAM_TO_BEAM NONE 0 -0.96 83.00 -2.64 0.00 12.38 35.6335 0 0 0 0.00 0.00 0.00 0 0 12.985
Not connected due to the beam being sloped and skewed. 0CD686BD-D8D9-4987-A7F0-569583C5C2C8
ED1C1A21-79A0-4CC0-8B0B-FCE7C2B8DE91
W12X14 W18X40 BEAM_TO_BEAM NONE 0 0.86 83.01 -6.06 0.00 15.39 13 0 0 0 0.00 0.00 0.00 0 0 6.56707
Not connected due to the beam being sloped and skewed. E3990C09-536C-417B-B9E9-D92B585C9D73
077A8702-D39A-4573-BF04-B671CAC7F09C
W14X22 W18X35 BEAM_TO_BEAM NONE 0 -0.90 -83.00 -1.83 0.00 11.65 30 0 0 0 0.00 0.00 0.00 0 0 2192.42
Not connected due to the beam being sloped and skewed. 6A53AD67-6333-455B-9F59-0F2226A0B78B
077A8702-D39A-4573-BF04-B671CAC7F09C
W14X22 W14X22 BEAM_TO_BEAM NONE 0 0.90 -83.00 0.00 0.00 11.65 30 0 0 0 0.00 0.00 0.00 0 0 2190.2
Not connected due to the beam being sloped and skewed. 1F15AD9A-5A71-4CE6-9828-DA0D947A6915
83E58AC3-D197-4030-960B-1CA3BB154A00
W12X14 W18X40 BEAM_TO_BEAM NONE 0 1.03 83.00 -6.07 0.00 12.99 11 0 0 0 0.00 0.00 0.00 0 0 6.5562
Not connected due to the beam being sloped and skewed. 705D515C-E499-4482-A35F-A4BB13F49404
40CE5947-F5CD-46DF-AEE0-046EA836D0C0
W12X14 W18X40 BEAM_TO_BEAM NONE 0 1.17 83.00 -6.08 0.00 10.60 25 0 0 0 0.00 0.00 0.00 0 0 6.54677
Not connected due to the beam being sloped and skewed. 005F3640-AFC1-435A-AF8D-2DAD03959EF5
B5D3DC47-51B0-42DC-8E9D-AE215948B0F9
W12X14 W14X145 BEAM_TO_COLUMN FLANGE 0 0.87 83.01 0.00 0.00 9.30 25 0 0 0 0.00 0.00 0.00 0 0 6.48013
Not connected due to the beam being sloped and skewed. 254E104A-3A1C-4C1A-9853-5744B3552047
BFF1BB7B-2C4A-4AF2-8E1B-76A4682D9204
W12X14 W14X132 BEAM_TO_COLUMN FLANGE 0 0.68 83.02 0.00 0.00 11.73 25 0 0 0 0.00 0.00 0.00 0 0 6.5242
Not connected due to the beam being sloped and skewed. 1AA81CB9-0E1C-48F4-9936-67143001393A
670CCB57-4B65-444C-80B2-28AA76336512
W12X14 W14X145 BEAM_TO_COLUMN FLANGE 0 0.65 83.01 0.00 0.00 14.19 12 0 0 0 0.00 0.00 0.00 0 0 6.52873