Moment Connection Cost Report

Company:	- Josh Qnect -
Job Title:	- Qnect Demo 2000 Tons -

B+Op Status:	B+Op was disabled for some sessions of this job
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

Connection Condition													Shear Connection Capacity		Connection Cost Reports
Connection (click link for full calcs)	Group Number	Filler Beam	Support Girder/Col	Slope	Skew	Vertical Offset	Span	Reaction	Axial T\C	Lateral Moment	Live Load Gravity Moment	Dead Load Gravity Moment	Vertical Shear	Axial T\C	Standard Connection Cost Report
`bcf.bfmp.sml.00001.00001`	`11`	`W21X111`	`W14X257`	`0.00`	`-90.00`	`0.00`	`18.58`	`225.20`	`0.00 \ 0.00`	`180.00`	`0.00`	`0.00`	`268.39`	`0.00 \ 0.00`	`click here`
`bcf.bfmp.sml.00001.00002`	`27`	`W21X111`	`W14X257`	`0.00`	`90.00`	`0.00`	`18.58`	`225.20`	`0.00 \ 0.00`	`180.00`	`0.00`	`0.00`	`268.39`	`0.00 \ 0.00`	`click here`
`bcf.bfmp.sml.00003.00003`	`1`	`W21X111`	`W14X257`	`0.00`	`90.00`	`0.00`	`20.00`	`209.25`	`0.00 \ 0.00`	`180.00`	`0.00`	`0.00`	`222.12`	`0.00 \ 0.00`	`click here`
`bcw.bfmp.sml.00001.00001`	`15`	`W21X111`	`W14X145`	`0.00`	`90.00`	`0.00`	`18.44`	`225.20`	`0.00 \ 0.00`	`180.00`	`0.00`	`0.00`	`268.39`	`0.00 \ 0.00`	`click here`
`bcw.bfmp.sml.00002.00002`	`17`	`W21X111`	`W14X120`	`0.00`	`-90.00`	`0.00`	`18.44`	`225.20`	`0.00 \ 0.00`	`180.00`	`0.00`	`0.00`	`268.39`	`0.00 \ 0.00`	`click here`
`bcw.bfmp.sml.00003.00003`	`24`	`W21X111`	`W14X132`	`0.00`	`90.00`	`0.00`	`18.58`	`225.20`	`0.00 \ 0.00`	`180.00`	`0.00`	`0.00`	`268.39`	`0.00 \ 0.00`	`click here`
`bcw.bfmp.sml.00003.00004`	`25`	`W21X111`	`W14X132`	`0.00`	`-90.00`	`0.00`	`18.58`	`225.20`	`0.00 \ 0.00`	`180.00`	`0.00`	`0.00`	`268.39`	`0.00 \ 0.00`	`click here`