Doubler Plate Reinforcing Summary Report

Doubler Plate Reinforcing Summary 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

NOTE: Beam final capacity prior to doubler plate requirement reported here could be different than reported here since the final connection details could change in a way that modifies the beam capacity.

Connection Condition										Beam Capacity without Doubler Plate		Doubler Plate			Filler Beam Size Without Doubler
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	Width	Length	Thickness	Choice 1	Beam Shear Capacity	Choice 2	Beam Shear Capacity
`bb.s.s.00041.00199`	`45`	`W8X10`	`W21X50`	`0.00`	`90.00`	`-13.00`	`10.00`	`15.00`	`0.00 \ 0.00`	`14.64`	`na`	`5.00`	`4.00`	`0.313`	`na`	`na`	`na`	`na`
`bb.s.s.00041.00202`	`15`	`W8X10`	`W21X50`	`0.00`	`-90.00`	`-13.00`	`10.00`	`15.00`	`0.00 \ 0.00`	`14.64`	`na`	`5.00`	`4.00`	`0.313`	`na`	`na`	`na`	`na`
`bb.s.s.00047.00205`	`20`	`W8X15`	`W21X122`	`0.00`	`-90.00`	`-13.50`	`9.43`	`15.00`	`0.00 \ 0.00`	`12.08`	`na`	`5.00`	`7.00`	`0.313`	`na`	`na`	`na`	`na`
`bb.s.s.00083.00241`	`1`	`W8X10`	`W8X10`	`0.00`	`-90.00`	`0.00`	`2.33`	`15.00`	`0.00 \ 0.00`	`13.43`	`na`	`5.00`	`3.50`	`0.313`	`na`	`na`	`na`	`na`
`bb.s.s.00106.00264`	`1`	`W12X14`	`W16X36`	`0.00`	`81.40`	`-4.00`	`7.57`	`38.00`	`0.00 \ 0.00`	`32.27`	`na`	`8.00`	`9.56`	`0.313`	`na`	`na`	`na`	`na`
`bb.s.s.00130.00288`	`1`	`W12X14`	`W18X35`	`0.00`	`83.01`	`-5.88`	`6.64`	`37.00`	`0.00 \ 0.00`	`32.27`	`na`	`8.00`	`9.56`	`0.313`	`na`	`na`	`na`	`na`
`bb.s.s.00083.00290`	`1`	`W8X10`	`W8X10`	`0.00`	`90.00`	`0.00`	`2.27`	`15.00`	`0.00 \ 0.00`	`13.43`	`na`	`5.00`	`3.50`	`0.313`	`na`	`na`	`na`	`na`
`bb.s.s.00047.00291`	`2`	`W8X15`	`W21X122`	`0.00`	`-90.00`	`-13.51`	`9.50`	`15.00`	`0.00 \ 0.00`	`12.08`	`na`	`5.00`	`7.00`	`0.313`	`na`	`na`	`na`	`na`
`bb.s.s.00041.00294`	`1`	`W8X10`	`W21X50`	`0.00`	`-90.00`	`-13.00`	`9.93`	`15.00`	`0.00 \ 0.00`	`14.64`	`na`	`5.00`	`4.00`	`0.313`	`na`	`na`	`na`	`na`
`bb.s.s.00041.00295`	`1`	`W8X10`	`W21X50`	`0.00`	`90.00`	`-13.00`	`9.93`	`15.00`	`0.00 \ 0.00`	`14.64`	`na`	`5.00`	`4.00`	`0.313`	`na`	`na`	`na`	`na`