Shear Plate Full Welds Report

Shear Plate Full Welds Report

Company:	- Josh Qnect -
Job Title:	- Qnect Demo 2000 Tons -
Session Title:	Baseline
Session Date:	2018-08-31 18:06:55
Model Name:	Josh_Demo_2000_Tons.db1

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	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 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

Click here for Shear Plate Diagrams

Click here for Shear Plate Diagrams

												(1) Weld at Shear Plate / Support						(2) Weld at Beam Web Doubler									(3) Weld at Top of Shaped Shear Plate						(4) Weld at Bottom of Shaped Shear Plate						(5) Shear Plate Weld at Top Stiffener / Stabilizer Plate						(6) Shear Plate Weld at Bottom Stiffener / Stabilizer Plate						(11) Stiffener Opposite Shear Plate Weld at Web						(12) Stiffener Opposite Shear Plate Weld at Top / Bottom Flange						(13) Top Stabilizer Plate Weld at Column Web						(14) Top Stabilizer Plate Weld at Column Flange						(15) Bottom Stabilizer Plate Weld at Column Web						(16) Bottom Stabilizer Plate Weld at Column Flange
Connection Condition										Capacity		D1			D2			D3			D4-Top			D4-Bottom			D5			D6			D7			D8			D9			D10			D11			D12			D21			D22			D23			D24			D25			D26			D27			D28			D29			D30			D31			D32
Connection (click link for full calcs)	Count	Filler Beam	Support Girder/Col	Slope	Skew	Vertical Offset	Span	Reaction	Axial T\C	Vertical Shear	Axial T\C	D1	D1 Type	D1 Designation	D2	D2 Type	D2 Designation	D3	D3 Type	D3 Designation	D4-Top	D4-Top Type	D4-Top Designation	D4-Bottom	D4-Bottom Type	D4-Bottom Designation	D5	D5 Type	D5 Designation	D6	D6 Type	D6 Designation	D7	D7 Type	D7 Designation	D8	D8 Type	D8 Designation	D9	D9 Type	D9 Designation	D10	D10 Type	D10 Designation	D11	D11 Type	D11 Designation	D12	D12 Type	D12 Designation	D21	D21 Type	D21 Designation	D22	D22 Type	D22 Designation	D23	D23 Type	D23 Designation	D24	D24 Type	D24 Designation	D25	D25 Type	D25 Designation	D26	D26 Type	D26 Designation	D27	D27 Type	D27 Designation	D28	D28 Type	D28 Designation	D29	D29 Type	D29 Designation	D30	D30 Type	D30 Designation	D31	D31 Type	D31 Designation	D32	D32 Type	D32 Designation
`bb.s.s.00088.00296`	`3`	`W18X35`	`W18X40`	`0.00`	`83.00`	`-0.13`	`36.94`	`24.00`	`0.00 \ 0.00`	`29.45`	`0.00 \ 0.00`	`0.25`	`FILLET`	`na`	`0.3125`	`FILLET`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`	`na`