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 Connection Comparison Report \| Standard Connection Cost Report Job Preferences Report \| No Connections Summary \| No Connections Detailed \| No Connections Reference Map

Shear and Axial Reports:	Shear Plate:	Specs	Strengths (Shear Only Connections)	Welds	Doublers	Connection Cost Report
			Strengths (Shear & Axial Connections)
	Single Angle:	Specs	Strengths (Shear & Axial)	Welds	Doublers	Connection Cost Report
	Double Angle Reports:	Support Side Specs	Strengths (Shear & Axial)	Welds	Doublers	Connection Cost Report
		Beam Side Specs
	End Plate Reports:	Specs	Strengths (Shear & Axial)	Welds		Connection Cost Report

Moment Reports:		Specs	Support Strengths	Beam Flange Welds		Connection Cost Report
	Moment Plates:	Specs	Strengths	Welds
	Column Stiffeners:	Specs	Strengths	Welds
	Column Web Doublers:	Specs	Strengths	Welds
	Shear Plate:	Specs	Strengths	Welds
	Double Angle:	Support Side Specs	Strengths	Welds
		Beam Side Specs

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 (major axis)	Moment (minor axis)	Torsion	Work Point Z (Elevation)	Support & Beam - Material (Original --> Alias)
`Part of group with Not connected due to being a column splice connection.`	`8D380BA7-470A-46EB-AC04-0B346404ABEE 0890C31C-0E92-47C3-8678-FCCE88B205BF`	`W18X143`	`W14X61`	`BEAM_TO_COLUMN`	`FLANGE_BOTTOM`	`0`	`0.00`	`90.00`	`19.50`	`0.00`	`32.48`	`72`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`2030.25`	`A992-->A992 A992-->A992`
`Part of group with Not connected due to being a column splice connection.`	`8D380BA7-470A-46EB-AC04-0B346404ABEE DA3A0C2D-E764-4BC9-8723-5B11909E3C86`	`W18X35`	`W14X61`	`BEAM_TO_COLUMN`	`FLANGE_BOTTOM`	`0`	`0.00`	`-90.00`	`17.75`	`0.00`	`32.52`	`18`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`2028.5`	`A992-->A992 A992-->A992`
`Part of group with Not connected due to being a column splice connection.`	`8D380BA7-470A-46EB-AC04-0B346404ABEE D6E76792-486E-4F11-A233-E4513053F9FA`	`W12X14`	`W14X61`	`BEAM_TO_COLUMN`	`WEB_BOTTOM`	`0`	`0.00`	`90.00`	`11.88`	`0.00`	`9.95`	`25`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`2022.63`	`A992-->A992 A992-->A992`
`Part of group with Not connected due to being a column splice connection.`	`256EEFF9-D368-46E3-86F4-5760B6CE745A D5B94786-A91C-4967-982E-220EF3465CED`	`W30X108`	`W14X176`	`BEAM_TO_COLUMN`	`WEB`	`0`	`0.00`	`90.00`	`0.00`	`0.00`	`44.92`	`41`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`240.625`	`A992-->A992 A992-->A992`
`Part of group with Not connected due to being a column splice connection.`	`DED0233D-B38B-46D3-9A14-0D2DD964607C C4C677BF-01CF-40B6-AA60-FD5CB49EA76B`	`W30X108`	`W14X120`	`BEAM_TO_COLUMN`	`WEB`	`0`	`0.00`	`90.00`	`0.00`	`0.00`	`44.92`	`41`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`1212.63`	`A992-->A992 A992-->A992`
`Part of group with Not connected due to being a column splice connection.`	`E56A7BEB-870C-414D-B0E6-DA41BF1E9951 9258B322-7F52-4655-AECB-8BBBCB754CF5`	`W14X193`	`W14X233`	`COLUMN_SPLICE`	`NONE`	`0`	`90.00`	`180.00`	`0.00`	`0.16`	`40.48`	`0`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`1229.52`	`A992-->A992 A992-->A992`
`Part of group with Not connected due to being a column splice connection.`	`DA9F25BC-167E-4DE7-A9FE-0BDC46482C0F 8AD1664C-F7C8-4AA4-8C1B-6DD73CB0A681`	`W14X211`	`W14X257`	`COLUMN_SPLICE`	`NONE`	`0`	`90.00`	`180.00`	`0.00`	`0.00`	`40.48`	`0`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`750.009`	`A992-->A992 A992-->A992`
`Part of group with Not connected due to being a column splice connection.`	`0A4413E4-EEA3-4095-B9FE-32B9E56B12F5 B4047916-F629-490E-A1C9-F1A1216D9BA0`	`W14X193`	`W14X233`	`COLUMN_SPLICE`	`NONE`	`0`	`90.00`	`180.00`	`0.00`	`0.00`	`40.48`	`0`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`1235.99`	`A992-->A992 A992-->A992`