Support Strengths at Moment Connection Report

Support Strengths at Moment Connection 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

Click here for Directly Welded MC Diagrams

Click here for Bolted Flange MC Diagrams

Connection Condition													Shear Connection Capacity		Filler Beam Flange		Support Column
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	Force in Flange	Axial Strength	Flange Shear Yielding	Flange Shear Rupture	Required Axial Strength	Web Panel Zone Shear Strength	Local Flange Bending	Web Compression Buckling	Web Local Yielding	Web Crippling
`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`	`104.73`	`-1.00`	`na`	`na`	`0.00`	`209.00`	`1004.65`	`3742.12`	`764.05`	`1330.66`
`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`	`104.73`	`-1.00`	`na`	`na`	`0.00`	`209.00`	`1004.65`	`3742.12`	`764.05`	`1330.66`
`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`	`104.73`	`-1.00`	`na`	`na`	`0.00`	`209.00`	`1004.65`	`3742.12`	`764.05`	`1330.66`
`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`	`104.73`	`-1.00`	`773.03`	`753.72`	`na`	`na`	`na`	`na`	`na`	`na`
`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`	`104.73`	`-1.00`	`626.60`	`610.95`	`na`	`na`	`na`	`na`	`na`	`na`
`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`	`104.73`	`-1.00`	`683.20`	`666.14`	`na`	`na`	`na`	`na`	`na`	`na`
`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`	`104.73`	`-1.00`	`683.20`	`666.14`	`na`	`na`	`na`	`na`	`na`	`na`