B+Op Comparison & Cost 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	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

Job Name	Fabricator	Contract #	General Contractor	Date of this Report
`- Qnect Demo 2000 Tons -`	`Demo1`	`Demo`	`Demo`	`2023-11-28 18:55:11`

Material Costs

Shear Plate Totals

Number of Shear Plates	Total Weight of Shear Plates	Shear Plate Material Costs
`0`	`na`	`na`

Filler Beam Web Doubler Totals

Number of Doublers	Total Weight of Doublers	Doubler Material Costs
`0`	`na`	`na`

Column Web MC Doubler Totals

Number of Doublers	Total Weight of Doublers	Doubler Material Costs
`0`	`na`	`na`

Stiffeners Totals

Count of Stiffeners	Total Weight of Stiffeners	Stiffeners Material Costs
`0`	`na`	`na`

Bolted Flange Moment Plate Totals

Number of Bolted Flange Plates	Total Weight of Bolted Flange Plates	Bolted Flange Plate Material Costs
`0`	`na`	`na`

Directly Welded Moment Plate Totals

Count of Directly Welded Moment Plate	Total Weight of Directly Welded Moment Plate	Directly Welded Moment Plate Material Costs
`0`	`na`	`na`

Double Angle Totals

Number of Double Angles	Number of Angles	Total Weight of Double Angles	Double Angle Material Costs
`0`		`na`	`na`

Single Angle Totals

Number of Single Angles	Total Weight of Single Angles	Single Angle Material Costs
`0`	`na`	`na`

End Plate Totals

Number of End Plates	Total Weight of End Plates	End Plates Material Costs
`0`	`na`	`na`

Shear Plate - Plate Washer Totals

Number of Plate Washers	Total Weight of Plate Washers	Plate Washers Material Costs
`0`	`na`	`na`

Other - Plate Washer Totals

Number of Plate Washers	Total Weight of Plate Washers	Plate Washers Material Costs
`0`	`na`	`na`

Beam Span Reduction Material Savings

Total Weight Due to Beam Span Reduction	Material Savings
`na`	`na`

Deck Support Plate Totals

Number of Deck Support Plates	Total Weight of Deck Support Plates	Deck Support Plate Material Costs
`0`	`na`	`na`

Stabilizer Plates Totals

Count of Stabilizer Plates	Total Weight of Stabilizer Plates	Stabilizer Plates Material Costs
`0`	`na`	`na`

Gusset Plates Totals

Count of Gusset Plates	Total Weight of Gusset Plates	Gusset Plates Material Costs
`0`	`na`	`na`

Bolted Flange Column Splice Totals

Number Bolted Flange Column Splice	Total Weight of Bolted Flange Column Splice	Bolted Flange Column Splice Costs
`0`	`na`	`na`

Total Material Costs

Shear Plates	Doublers	Stiffeners	Moment Plates	Double Angles	Single Angles	End Plates	Plate Washers	Deck Support Plates	Stabilizer Plates	Gusset Plates	Bolted Flange Column Splice	Total Material Costs
`na`	`$0`	`na`	`$0`	`na`	`na`	`na`	`$0`	`na`	`na`	`na`	`na`	`$0`

Cope Costs

Cope Totals

Number of Top Copes	Total Top Cope Cut in.	Number of Bottom Copes	Total Bottom Cope Cut in.	Number of HSS Slot Copes	Total HSS Slots Cope Cut in.	Cope Cut Cost Per in.	Cope Costs
`0`	`0`	`0`	`0`	`0`	`0`	`na`	`$0`

Weld Costs

Weld Totals

Not Applicable.

Bolt Costs

Bolt Totals

Not Applicable

Note: Bolt lengths are based on AISC standard plus 5/16"

Total Shop Bolt Costs

Number of Bolts	Number of Field Bolts	Number of Shop Bolts	Field Bolt Hardware Costs	Shop Bolt Hardware Costs	Shop Bolt Installation Costs	Washer Costs	Number of Punched Holes	Number of Drilled Holes	Bolt Hole Cut Costs	Total Shop Bolt Costs
			`na`	`na`	`na`	`na`			`na`	`na`

Total Erector Bolt Installation Costs

Erector Bolt Installation Costs	Number of Holes
`na`

Tonnage Totals

Total Weight of Qnected Beams and Columns (lbs)	Total Weight of Qnected Beams and Columns (tons)
`4,091,954.58`	`2,045.98`

TOTALS

Session Name = Baseline

Total Costs

Total Doubler Material Costs	Total Number of Bolts	Total Material Costs	Total Cope Costs	Total Weld Costs	Total Shop Bolt Costs	Total Shop Costs	Total Erector Bolt Install Costs	Total Costs
`$0`	`0`	`$0`	`$0`	`$0`	`$0`	`$0`	`$0`	`$0`

Total Costs per Ton

Total Doubler Material Costs (per ton)	Total Number of Bolts (per ton)	Total Material Costs (per ton)	Total Cope Costs (per ton)	Total Weld Costs (per ton)	Total Shop Bolt Costs (per ton)	Total Shop Costs (per ton)	Total Erector Bolt Install Costs (per ton)	Total Costs (per ton)
`$0`	`0.00`	`$0`	`$0`	`$0`	`$0`	`$0`	`$0`	`$0`