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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 E70
Shear Plate A572-GR.50
Angle A36
Bm Web Doubler Plate A572-GR.50
Stabilizer Plate A572-GR.50
End Plate A572-GR.50
Col Moment Plate A572-GR.50
Col Stiffener Plate A572-GR.50
Col Web Doubler Plate 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
End Plate Reports:  Specs  Strengths (Shear & Axial)  Welds
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 the beam being sloped and skewed. 0CD686BD-D8D9-4987-A7F0-569583C5C2C8
4903CA7E-E6AD-4343-AC38-7B6167850BB1
W21X50 W18X40 BEAM_TO_BEAM NONE 0 0.00 -90.00 3.03 0.00 44.94 33 0 0 0 0.00 0.00 0.00 0 0 15.6509
Part of group with Not connected due to the beam being sloped and skewed. 1F15AD9A-5A71-4CE6-9828-DA0D947A6915
06E2CFCC-7D25-4E64-8D50-3A3A180CB582
W21X50 W18X40 BEAM_TO_BEAM NONE 0 0.00 -90.00 3.03 0.00 44.90 33 0 0 0 0.00 0.00 0.00 0 0 15.6509
Part of group with Not connected due to the beam being sloped and skewed. 705D515C-E499-4482-A35F-A4BB13F49404
598F64BB-7501-4831-8B36-1C12FB2C40E8
W21X50 W18X40 BEAM_TO_BEAM NONE 0 0.00 -90.00 3.00 0.00 44.92 33 0 0 0 0.00 0.00 0.00 0 0 15.6248
Part of group with Not connected due to the beam being sloped and skewed. 005F3640-AFC1-435A-AF8D-2DAD03959EF5
A0BF4D51-F4D7-4361-A522-B3827E544B24
W21X50 W14X145 BEAM_TO_COLUMN FLANGE 0 0.00 -90.00 0.00 0.00 45.00 24 0 0 0 0.00 0.00 0.00 0 0 15.625
Part of group with Not connected due to the beam being sloped and skewed. 005F3640-AFC1-435A-AF8D-2DAD03959EF5
705D515C-E499-4482-A35F-A4BB13F49404
W18X40 W14X145 BEAM_TO_COLUMN WEB 0 0.00 -90.00 0.00 0.00 20.00 23 0 0 0 0.00 0.00 0.00 0 0 12.625
Part of group with Not connected due to the beam being sloped and skewed. 254E104A-3A1C-4C1A-9853-5744B3552047
DB8BBBDA-7B8C-4FA3-AC76-6DF0013F4352
W21X50 W14X132 BEAM_TO_COLUMN FLANGE 0 0.00 90.00 0.00 0.00 45.00 33 0 0 0 0.00 0.00 0.00 0 0 15.625
Part of group with Not connected due to the beam being sloped and skewed. 254E104A-3A1C-4C1A-9853-5744B3552047
1F15AD9A-5A71-4CE6-9828-DA0D947A6915
W18X40 W14X132 BEAM_TO_COLUMN WEB 0 0.00 -90.00 0.00 0.00 20.00 23 0 0 0 0.00 0.00 0.00 0 0 12.625
Part of group with Not connected due to the beam being sloped and skewed. 254E104A-3A1C-4C1A-9853-5744B3552047
705D515C-E499-4482-A35F-A4BB13F49404
W18X40 W14X132 BEAM_TO_COLUMN WEB 0 0.00 -90.00 0.00 0.00 20.00 24 0 0 0 0.00 0.00 0.00 0 0 12.625
Part of group with Not connected due to the beam being sloped and skewed. 1AA81CB9-0E1C-48F4-9936-67143001393A
0CD686BD-D8D9-4987-A7F0-569583C5C2C8
W18X40 W14X145 BEAM_TO_COLUMN WEB 0 0.00 90.00 0.00 0.00 20.00 24 0 0 0 0.00 0.00 0.00 0 0 12.625
Part of group with Not connected due to the beam being sloped and skewed. 1AA81CB9-0E1C-48F4-9936-67143001393A
1F15AD9A-5A71-4CE6-9828-DA0D947A6915
W18X40 W14X145 BEAM_TO_COLUMN WEB 0 0.00 -90.00 0.00 0.00 20.00 25 0 0 0 0.00 0.00 0.00 0 0 12.625
Part of group with Not connected due to the beam being sloped and skewed. 1AA81CB9-0E1C-48F4-9936-67143001393A
4922D3E0-63E3-45DD-BDCD-28F3357D185D
W21X50 W14X145 BEAM_TO_COLUMN FLANGE 0 0.00 -90.00 0.00 0.00 44.90 33 0 0 0 0.00 0.00 0.00 0 0 15.625