Shear Plate Strengths Report (Shear & Axial)

Shear Plate Strengths Report (Shear & Axial)

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 Shear Plate Diagrams

Shear and Axial Strengths Report
Connection Condition										Bolts			Bolt Bearing				Beam Strength						Coped Beam Web Strength			Plate Stresses							Plate Axial Strength						Plate Shear Strength			Plate Bending				Support Strength				Stabilizer Plate
Connection (click link for full calcs)	Count	Filler Beam	Support Girder/Col	Slope	Skew	Vertical Offset	Span	Reaction	Axial T\C	Shear	Axial	C	Plate (Axial)	Beam (Axial)	Plate (Shear)	Beam (Shear)	Block Shear \ Axial	Block Interaction	Tensile Yielding	Tensile Rupture	Shear Yield	Shear Rupture	Buckling	Flexural Yield	Flexural Rupture	Gross Section (Shear)	Net Section (Shear)	Gross Section (Axial)	Net Section (Axial)	Gross Section (Interaction)	Net Section (Interaction)	t_max	Compression Strength	Interaction (AISC‑H1)	Block Axial	Tensile Yielding	Tensile Rupture	Shear at Girder Flange	Yield	Rupture	Block	Mreq \ Mnpl	SMI	Flexural Rupture	Buckling	Weld Shear	Weld Axial	Flange Weld	Web Local Bending	Rn	Mtu (k‑in)	Mn1 (k‑in)
`bcf.s.sa.00001.00001`	`1`	`W21X55`	`W14X342`	`0.00`	`-90.00`	`0.00`	`31.06`	`45.00`	`2.00 \ 2.00`	`114.96`	`5.11`	`4.73`	`3.99`	`3.99`	`88.48`	`88.48`	`na \ 173.68`	`na`	`na`	`na`	`234.00`	`173.31`	`na`	`na`	`na`	`8.28`	`12.63`	`4.41`	`6.74`	`0.09`	`0.21`	`na`	`244.69`	`0.09`	`171.62`	`244.69`	`173.68`	`na`	`163.13`	`104.21`	`117.12`	`50.63 \ 886.99`	`0.08`	`na`	`na`	`159.05`	`7.09`	`na`	`na`	`na`	`na`	`na`
`bcw.s.sa.00007.00007`	`1`	`W18X40`	`W14X145`	`0.00`	`90.00`	`0.00`	`18.86`	`30.00`	`15.00 \ 15.00`	`41.88`	`20.94`	`4.75`	`20.94`	`20.94`	`41.88`	`41.88`	`na \ 228.43`	`na`	`na`	`na`	`169.16`	`124.62`	`na`	`na`	`na`	`5.52`	`7.90`	`27.37`	`39.24`	`0.40`	`0.72`	`0.97`	`63.98`	`0.23`	`223.38`	`244.69`	`185.10`	`na`	`163.13`	`111.06`	`146.43`	`375.00 \ 886.99`	`0.27`	`70.47`	`58.77`	`159.05`	`81.77`	`na`	`87.39`	`35.93`	`10.31`	`24.96`
`bcw.s.sa.00008.00008`	`1`	`W18X40`	`W14X120`	`0.00`	`-90.00`	`0.00`	`18.86`	`30.00`	`15.00 \ 15.00`	`42.93`	`21.47`	`4.87`	`21.47`	`21.47`	`42.93`	`42.93`	`na \ 228.43`	`na`	`na`	`na`	`169.16`	`124.62`	`na`	`na`	`na`	`5.52`	`7.90`	`26.80`	`38.42`	`0.39`	`0.69`	`0.97`	`68.00`	`0.22`	`223.38`	`244.69`	`185.10`	`na`	`163.13`	`111.06`	`146.43`	`363.75 \ 886.99`	`0.26`	`73.37`	`61.79`	`159.05`	`81.77`	`na`	`65.79`	`38.95`	`10.31`	`24.96`