No Connections Report

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 Connections to a girder where there is a column flange above or below are not supported yet.`	`C0F54A76-A2F7-47C9-8320-E638CBB91E0C 9DBA1190-D366-4F39-9406-FCE8BDDB6335`	`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`
`Part of group with Connections to a girder where there is a column flange above or below are not supported yet.`	`98550496-1EAE-45E3-877C-94C5CF156DE9 FE52CDED-369B-4256-AA0A-3DACCB1205F5`	`W14X22`	`W14X22`	`BEAM_TO_BEAM`	`NONE`	`0`	`0.00`	`90.00`	`0.00`	`0.00`	`20.00`	`16.5669`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`2282.25`	`A992-->A992 A992-->A992`
`Part of group with Connections to a girder where there is a column flange above or below are not supported yet.`	`3E81227F-89E2-48F3-A9E8-76C9CAC23401 427C6FEC-A3F4-4B94-AF2F-2036950F72C5`	`W16X26`	`W12X14`	`BEAM_TO_BEAM`	`NONE`	`0`	`0.00`	`90.00`	`3.88`	`0.00`	`20.00`	`22`	`0`	`0`	`0`	`0.00`	`0.00`	`0.00`	`0`	`0`	`2026.5`	`A992-->A992 A992-->A992`