Single Angle Specs Report

Single Angle Specs 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 Single Angle Diagrams

Connection Condition										Integrity Checks		Capacity		Bolts on Beam Side											Bolts on Support Side									Angle			Top Cope		Bottom Cope		Beam Edge Distances				Doubler Plate
Connection (click link for full calcs)	Count	Filler Beam	Support Girder/Col	Slope	Skew	Vertical Offset	Span	Reaction	Axial T\C	NYC	IBC	Vertical Shear	Axial T\C	Columns	Rows	Total (Beam Web)	Diameter	Type	Down Distance	Horizontal Dist. to First Hole	Hole in Beam Web	Hole in Angle	Horizontal Spacing	Vertical Spacing	Columns	Rows	Total (support)	Diameter	Type	Down Distance	Gage	Hole in Support	Hole in Angle	Depth	OSL	Profile	Length	Depth	Length	Depth	Top Bolt at Vertical Edge	Top Bolt at Horizontal Edge	Bottom Bolt at Vertical Edge	Bottom Bolt at Horizontal Edge	Width	Length	Thickness
`bb.1bb.s.00001.00001`	`1`	`W21X50`	`W21X50`	`0.00`	`-90.00`	`0.00`	`45.00`	`33.00`	`0.00 \ 0.00`	`No`	`No`	`33.73`	`0.00 \ 0.00`	`1`	`3`	`3`	`0.875`	`A325N_TC`	`3.00`	`2.00`	`STD`	`STD`	`3`	`4.5`	`1`	`3`	`3`	`0.875`	`A325N_TC`	`3.00`	`3.44`	`STD`	`STD`	`11.5`	`5`	`L5X3-1/2X3/8`	`3.25`	`1.25`	`3.25`	`1.25`	`1.50`	`1.75`	`1.50`	`7.63`	`na`	`na`	`na`
`bb.1bb.s.00001.00001`	`1`	`W16X40`	`W16X40`	`0.00`	`90.00`	`0.00`	`15.00`	`2.00`	`0.00 \ 0.00`	`No`	`No`	`17.57`	`0.00 \ 0.00`	`1`	`2`	`2`	`0.875`	`A325N_TC`	`3.00`	`2.00`	`STD`	`STD`	`3`	`4.5`	`1`	`2`	`2`	`0.875`	`A325N_TC`	`3.00`	`3.41`	`STD`	`STD`	`7`	`5`	`L5X3-1/2X3/8`	`3.50`	`1.00`	`3.50`	`1.00`	`1.50`	`2.00`	`1.50`	`7.50`	`na`	`na`	`na`
`bb.1bb.s.00001.00001`	`1`	`W16X40`	`W16X40`	`0.00`	`-90.00`	`0.00`	`10.00`	`2.00`	`0.00 \ 0.00`	`No`	`No`	`17.57`	`0.00 \ 0.00`	`1`	`2`	`2`	`0.875`	`A325N_TC`	`3.00`	`2.00`	`STD`	`STD`	`3`	`4.5`	`1`	`2`	`2`	`0.875`	`A325N_TC`	`3.00`	`3.41`	`STD`	`STD`	`7`	`5`	`L5X3-1/2X3/8`	`3.50`	`1.00`	`3.50`	`1.00`	`1.50`	`2.00`	`1.50`	`7.50`	`na`	`na`	`na`
`bb.1bb.s.00001.00001`	`1`	`W16X40`	`W18X50`	`0.00`	`-90.00`	`0.00`	`2.00`	`2.00`	`0.00 \ 0.00`	`No`	`No`	`48.08`	`0.00 \ 0.00`	`1`	`4`	`4`	`0.75`	`A325N_TC`	`3.00`	`2.00`	`STD`	`STD`	`3`	`3`	`1`	`4`	`4`	`0.75`	`A325N_TC`	`3.00`	`3.16`	`STD`	`STD`	`11.5`	`4`	`L4X3X3/8`	`3.75`	`1.25`	`0.00`	`0.00`	`1.50`	`1.75`	`1.50`	`na`	`na`	`na`	`na`
`bb.1bb.s.00001.00002`	`1`	`W16X40`	`W16X40`	`0.00`	`-90.00`	`0.00`	`15.00`	`2.00`	`0.00 \ 0.00`	`No`	`No`	`17.57`	`0.00 \ 0.00`	`1`	`2`	`2`	`0.875`	`A325N_TC`	`3.00`	`2.00`	`STD`	`STD`	`3`	`4.5`	`1`	`2`	`2`	`0.875`	`A325N_TC`	`3.00`	`3.41`	`STD`	`STD`	`7`	`5`	`L5X3-1/2X3/8`	`3.50`	`1.00`	`3.50`	`1.00`	`1.50`	`2.00`	`1.50`	`7.50`	`na`	`na`	`na`
`bb.1bb.s.00002.00002`	`1`	`W16X40`	`W21X50`	`0.00`	`-90.00`	`0.00`	`10.00`	`2.00`	`0.00 \ 0.00`	`No`	`No`	`17.57`	`0.00 \ 0.00`	`1`	`2`	`2`	`0.875`	`A325N_TC`	`3.00`	`2.00`	`STD`	`STD`	`3`	`4.5`	`1`	`2`	`2`	`0.875`	`A325N_TC`	`3.00`	`3.41`	`STD`	`STD`	`7`	`5`	`L5X3-1/2X3/8`	`3.25`	`1.25`	`0.00`	`0.00`	`1.50`	`1.75`	`1.50`	`na`	`na`	`na`	`na`
`bb.1bb.s.00002.00002`	`1`	`W21X50`	`W18X40`	`0.00`	`-90.00`	`0.00`	`45.00`	`36.67`	`0.00 \ 0.00`	`No`	`No`	`67.27`	`0.00 \ 0.00`	`1`	`5`	`5`	`0.75`	`A325N_TC`	`3.00`	`2.00`	`STD`	`STD`	`3`	`3`	`1`	`5`	`5`	`0.75`	`A325N_TC`	`3.00`	`3.19`	`STD`	`STD`	`14.5`	`4`	`L4X3X3/8`	`3.00`	`1.25`	`3.00`	`4.00`	`1.50`	`1.75`	`1.50`	`1.80`	`na`	`na`	`na`
`bb.1bb.s.00003.00003`	`1`	`W18X35`	`W16X40`	`0.00`	`-90.00`	`0.00`	`10.00`	`2.00`	`0.00 \ 0.00`	`No`	`No`	`20.02`	`0.00 \ 0.00`	`1`	`2`	`2`	`0.875`	`A325N_TC`	`3.00`	`2.00`	`STD`	`STD`	`3`	`5.5`	`1`	`2`	`2`	`0.875`	`A325N_TC`	`3.00`	`3.41`	`STD`	`STD`	`8`	`5`	`L5X3-1/2X3/8`	`3.50`	`1.00`	`3.50`	`2.75`	`1.50`	`2.00`	`1.50`	`6.50`	`na`	`na`	`na`
`bb.1bw.s.00001.00001`	`1`	`W16X40`	`W18X50`	`0.00`	`-90.00`	`0.00`	`2.00`	`2.00`	`0.00 \ 0.00`	`No`	`No`	`70.68`	`0.00 \ 0.00`	`1`	`4`	`4`	`0.75`	`A325N_TC`	`3.00`	`2.00`	`STD`	`SSL`	`3`	`3`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`11.5`	`3.5`	`L3-1/2X2-1/2X3/8`	`3.75`	`1.25`	`0.00`	`0.00`	`1.50`	`1.75`	`1.50`	`na`	`na`	`na`	`na`
`bb.1wb.s.00001.00001`	`1`	`W16X40`	`W18X50`	`0.00`	`-90.00`	`0.00`	`2.00`	`2.00`	`0.00 \ 0.00`	`No`	`No`	`60.22`	`0.00 \ 0.00`	`na`	`na`	`0`	`na`	`na`	`na`	`na`	`na`	`na`	`3`	`3`	`1`	`4`	`4`	`0.75`	`A325N_TC`	`3.00`	`1.91`	`STD`	`STD`	`11.5`	`3`	`L3X2-1/2X3/8`	`3.75`	`1.25`	`0.00`	`0.00`	`na`	`na`	`na`	`na`	`na`	`na`	`na`
`bepl.1bw.s.00001.00001`	`1`	`W16X40`	`PL0.75X10.00X24.00`	`0.00`	`90.00`	`-1.00`	`2.00`	`2.00`	`0.00 \ 0.00`	`No`	`No`	`18.49`	`0.00 \ 0.00`	`1`	`4`	`4`	`0.75`	`A325SCA_TC`	`3.00`	`2.50`	`STD`	`LSL`	`3`	`3`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`11`	`5`	`L5X3X3/8`	`0.00`	`0.00`	`0.00`	`0.00`	`1.50`	`na`	`1.50`	`na`	`na`	`na`	`na`