No Connections Report

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)	Support & Beam - Material (Original --> Alias)
`Connections to a girder where there is a column flange above or below are not supported yet.`	`E7EC1C34-E0C9-4388-A987-906874F4FE8A B50EB32B-3D8D-4945-8CE9-CA3A09181C22`	`W14X22`	`W14X22`	`BEAM_TO_BEAM`	`NONE`	`0`	`0.00`	`-90.00`	`0.00`	`0.00`	`19.94`	`16.6145`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`2282.25`	`A992-->A992 A992-->A992`
`Connections to a girder where there is a column flange above or below are not supported yet.`	`9DBA1190-D366-4F39-9406-FCE8BDDB6335 E7EC1C34-E0C9-4388-A987-906874F4FE8A`	`W14X22`	`W14X22`	`BEAM_TO_BEAM`	`NONE`	`0`	`0.00`	`90.00`	`0.00`	`0.00`	`32.48`	`10.2015`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`2282.25`	`A992-->A992 A992-->A992`
`Connections to a girder where there is a column flange above or below are not supported yet.`	`6815E598-889F-410D-A199-6334C0E62A0F 9D406AB8-1B78-4133-BDDA-799B127C0192`	`W21X44`	`W18X40`	`BEAM_TO_BEAM`	`NONE`	`0`	`0.00`	`82.89`	`2.75`	`0.00`	`26.98`	`47`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`2031.38`	`A992-->A992 A992-->A992`
`Connections to a girder where there is a column flange above or below are not supported yet.`	`D83E7D92-5F8D-4E00-AE97-1C88E941B14D 98550496-1EAE-45E3-877C-94C5CF156DE9`	`W14X22`	`W14X22`	`BEAM_TO_BEAM`	`NONE`	`0`	`0.00`	`-90.00`	`0.00`	`0.00`	`32.48`	`10.2015`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`2282.25`	`A992-->A992 A992-->A992`
`Connections to a girder where there is a column flange above or below are not supported yet.`	`8CAFBD56-831C-4A9B-A255-7B9DA625207E F78A4D78-AD64-4B86-BE6B-E23A1FCF3C4D`	`W18X35`	`W21X55`	`BEAM_TO_BEAM`	`NONE`	`0`	`0.00`	`90.00`	`-3.00`	`0.00`	`20.00`	`33`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`2028.5`	`A992-->A992 A992-->A992`
`Connections to a girder where there is a column flange above or below are not supported yet.`	`9D406AB8-1B78-4133-BDDA-799B127C0192 3E81227F-89E2-48F3-A9E8-76C9CAC23401`	`W12X14`	`W21X44`	`BEAM_TO_BEAM`	`NONE`	`0`	`0.00`	`-90.00`	`-8.75`	`0.00`	`10.65`	`25`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`2022.63`	`A992-->A992 A992-->A992`