Shear Plate Strengths Report (Shear Only Connections)

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	Shear Plate	Angle	Bm Web Doubler Plate	Stabilizer Plate	End Plate	Col Moment Plate	Col Stiffener Plate	Col Web Doubler Plate
E70	A572-GR.50	A36	A572-GR.50	A572-GR.50	A572-GR.50	A572-GR.50	A572-GR.50	A572-GR.50

Summary Reports:	Job Standard Summary \| Job Sample Calcs Report \| B+Op Comparison Report Job Preferences Report \| No Connections Summary \| No Connections Detailed \| No Connections Reference Map

Shear Plate Reports:	Specs	Strengths (Shear Only Connections)	Strengths (Shear & Axial Connections)	Welds	Doublers
Single Angle Reports:	Specs		Strengths (Shear & Axial)	Welds	Doublers
Double Angle Reports:	Support Side Specs	Beam Side Specs	Strengths (Shear & Axial)	Welds	Doublers
End Plate Reports:	Specs		Strengths (Shear & Axial)	Welds
Moment Reports:	Specs	Support Strengths	Support Reinforcement Strengths	Moment Plate Strengths	Welds
Moment Group Reports:	Doubler Plate Specs	Doubler Plate Welds	Stiffener / Moment Plate Specs	Stiffener / Moment Plate Welds

Shear Only Connections Strengths Report
Connection Condition									Bolt		Bolt Bearing		Beam Shear Strength			Coped Beam Web 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	Shear	C	Plate	Beam	Block	Yield	Rupture	Buckling	Flexural Yield	Flexural Rupture	Block	Yield	Rupture	Mreq \ Mnpl	SMI	Flexural Rupture	Buckling	Weld Shear	Rn	Mtu (k‑in)	Mn1 (k‑in)
`bhsb.s.s.00001.00002`	`1`	`W14X22`	`HSS16X8X1/2`	`0.00`	`-90.00`	`-2.25`	`17.50`	`18.93`	`29.59`	`2.48`	`29.59`	`29.59`	`na`	`63.02`	`49.67`	`na`	`na`	`na`	`39.90`	`45.90`	`38.33`	`28.40 \ 146.31`	`0.21`	`na`	`na`	`55.46`	`na`	`na`	`na`