Job Standard Summary Sheet

Company:	Mikes place
Job Title:	'Sample Preferences'-AISC15 - I - Extended shear plate at beam to beam -7/8 A325 1-1/8 A490_17

B+Op Status:	B+Op was enabled
Building Code:	AISC-15
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	A572-GR.50
Bm Web Doubler Plate	A572-GR.50
Stabilizer Plate	A572-GR.50
End Plate	A572-GR.50
Col Moment Plate	A36
Col Stiffener Plate	A36
Col Web Doubler Plate	A572-GR.50
Gusset Plate	A572-GR.50
Column Splice Plates	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

Vertical Bracing Reports:	HSS Bracing:	Specs				Connection Cost Report
	Single Angle Bracing:	Specs				Connection Cost Report
	Wide Flange Bracing:	Specs				Connection Cost Report

Column Splice Reports:	Wide Flange Column Splice:	Specs				Connection Cost Report

Job Name	Fabricator	Contract #	General Contractor	Date of this Report
`'Sample Preferences'-AISC15 - I - Extended shear plate at beam to beam -7/8 A325 1-1/8 A490_17`	`Sample Fabricator`	`Sample-001`	`Sample GC`	`2026-07-21 12:18:15`

ID	Framing Condition	Connection Type	Framing Format	Session Title(s)	Session Date(s)	Connection ID From	Connection ID To	Connection Count
`bb.s.s.20251204`	`Beam to Beam`	`Shear Plate`	`Vertical Shear`	`Snowdon Towers Sample Structural 2025___12-04-2025`	`2025-12-04 09:14:50`	`bb.s.s.00991`	`bb.s.s.01007`	`19`
`bb.se.s.20251204`	`Beam to Beam`	`Extended Shear Plate`	`Vertical Shear`	`Snowdon Towers Sample Structural 2025___12-04-2025`	`2025-12-04 09:14:50`	`bb.se.s.00053`	`bb.se.s.00193`	`141`
`bcf.2wb.s.20251204`	`Beam to Column Flange`	`Double Angles Welded Bolted`	`Vertical Shear`	`Snowdon Towers Sample Structural 2025___12-04-2025`	`2025-12-04 09:14:50`	`bcf.2wb.s.00256`	`bcf.2wb.s.00342`	`87`
`bcf.s.s.20251204`	`Beam to Column Flange`	`Shear Plate`	`Vertical Shear`	`Snowdon Towers Sample Structural 2025___12-04-2025`	`2025-12-04 09:14:50`	`bcf.s.s.00918`	`bcf.s.s.00956`	`39`
`bcw.se.s.20251204`	`Beam to Column Web`	`Extended Shear Plate`	`Vertical Shear`	`Snowdon Towers Sample Structural 2025___12-04-2025`	`2025-12-04 09:14:50`	`bcw.se.s.00935`	`bcw.se.s.01075`	`141`