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4 changes: 3 additions & 1 deletion .gitignore
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Expand Up @@ -37,4 +37,6 @@ Output_PDF/*
**/ResourceFiles/last_designs/*
**/ResourceFiles/html_page/*
*.xlsx
*.code-workspace
*.code-workspace
# Ignore all .osi design example files
*.osi
59 changes: 59 additions & 0 deletions src/osdag/ResourceFiles/design_example/baseplate_3.osi
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Anchor Bolt.ICF.Diameter:
- M20
- M24
- M30
- M36
- M42
- M48
- M56
- M64
- M72
Anchor Bolt.ICF.Grade:
- '8.8'
Anchor Bolt.OCF.Diameter:
- M20
- M24
- M30
Anchor Bolt.OCF.Grade:
- '8.8'
- '9.8'
Anchor Bolt.Type: End Plate Type
Base_Plate.Material: E 250 (Fe 410 W)A
Connectivity: Welded Column Base
Design.Design_Method: Limit State Design
DesignPreferences.Anchor_Bolt.Friction_coefficient: '0.3'
DesignPreferences.Anchor_Bolt.ICF.Bolt_Hole_Type: Over-sized
DesignPreferences.Anchor_Bolt.ICF.Designation: M20X0 IS5624 GALV
DesignPreferences.Anchor_Bolt.ICF.Galvanized: 'Yes'
DesignPreferences.Anchor_Bolt.ICF.Length: '0'
DesignPreferences.Anchor_Bolt.ICF.Material_Grade_OverWrite: '830.0'
DesignPreferences.Anchor_Bolt.ICF.Type: End Plate Type
DesignPreferences.Anchor_Bolt.OCF.Bolt_Hole_Type: Over-sized
DesignPreferences.Anchor_Bolt.OCF.Designation: M20X348.5 IS5624 GALV
DesignPreferences.Anchor_Bolt.OCF.Galvanized: 'Yes'
DesignPreferences.Anchor_Bolt.OCF.Length: '348.5'
DesignPreferences.Anchor_Bolt.OCF.Material_Grade_OverWrite: '900.0'
DesignPreferences.Anchor_Bolt.OCF.Type: End Plate Type
DesignPreferences.Design.Base_Plate: Effective Area Method
Detailing.Corrosive_Influences: 'Yes'
Detailing.Edge_type: b - Rolled, machine-flame cut, sawn and planed
End Condition: Pinned
Footing.Grade: M25
Label_21: '73.5'
Label_8: Rolled
Load.Axial_Compression: '1100'
Load.Axial_Tension: ''
Load.Moment.Major: ''
Load.Moment.Minor: ''
Load.Shear.Major: ''
Load.Shear.Minor: ''
Material: E 250 (Fe 410 W)A
Member.Designation: HB 450
Member.Fu: '410'
Member.Fy: '250'
Member.Material: E 250 (Fe 410 W)A
Module: Base Plate Connection
Stiffener_Key.Material: E 250 (Fe 410 W)A
Weld.Fab: Shop Weld
Weld.Material_Grade_OverWrite: '510'
Weld.Type: Groove Weld
48 changes: 48 additions & 0 deletions src/osdag/ResourceFiles/design_example/baseplate_4.osi
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Anchor Bolt.ICF.Diameter:
- M20
Anchor Bolt.ICF.Grade:
- '8.8'
Anchor Bolt.OCF.Diameter:
- M30
Anchor Bolt.OCF.Grade:
- '10.9'
Anchor Bolt.Type: End Plate Type
Base_Plate.Material: E 300 (Fe 440)
Connectivity: Moment Base Plate
Design.Design_Method: Limit State Design
DesignPreferences.Anchor_Bolt.Friction_coefficient: '0.3'
DesignPreferences.Anchor_Bolt.ICF.Bolt_Hole_Type: Over-sized
DesignPreferences.Anchor_Bolt.ICF.Designation: M20X0 IS5624 GALV
DesignPreferences.Anchor_Bolt.ICF.Galvanized: 'Yes'
DesignPreferences.Anchor_Bolt.ICF.Length: '0'
DesignPreferences.Anchor_Bolt.ICF.Material_Grade_OverWrite: '830.0'
DesignPreferences.Anchor_Bolt.ICF.Type: End Plate Type
DesignPreferences.Anchor_Bolt.OCF.Bolt_Hole_Type: Over-sized
DesignPreferences.Anchor_Bolt.OCF.Designation: M30X532.7 IS5624 GALV
DesignPreferences.Anchor_Bolt.OCF.Galvanized: 'Yes'
DesignPreferences.Anchor_Bolt.OCF.Length: '532.7'
DesignPreferences.Anchor_Bolt.OCF.Material_Grade_OverWrite: '1040.0'
DesignPreferences.Anchor_Bolt.OCF.Type: End Plate Type
DesignPreferences.Design.Base_Plate: Effective Area Method
Detailing.Corrosive_Influences: 'No'
Detailing.Edge_type: b - Rolled, machine-flame cut, sawn and planed
End Condition: Fixed
Footing.Grade: M25
Label_21: '73.5'
Label_8: Rolled
Load.Axial_Compression: '1600'
Load.Axial_Tension: ''
Load.Moment.Major: '180'
Load.Moment.Minor: '45'
Load.Shear.Major: '80'
Load.Shear.Minor: '23'
Material: E 300 (Fe 440)
Member.Designation: HB 450
Member.Fu: '440'
Member.Fy: '300'
Member.Material: E 300 (Fe 440)
Module: Base Plate Connection
Stiffener_Key.Material: E 300 (Fe 440)
Weld.Fab: Shop Weld
Weld.Material_Grade_OverWrite: '600'
Weld.Type: Groove Weld
47 changes: 47 additions & 0 deletions src/osdag/ResourceFiles/design_example/baseplate_5.osi
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Anchor Bolt.ICF.Diameter:
- M20
Anchor Bolt.ICF.Grade:
- '8.8'
Anchor Bolt.OCF.Diameter:
- M20
Anchor Bolt.OCF.Grade:
- '8.8'
Anchor Bolt.Type: End Plate Type
Base_Plate.Material: E 250 (Fe 410 W)A
Connectivity: Hollow/Tubular Column Base
Design.Design_Method: Limit State Design
DesignPreferences.Anchor_Bolt.Friction_coefficient: '0.3'
DesignPreferences.Anchor_Bolt.ICF.Bolt_Hole_Type: Over-sized
DesignPreferences.Anchor_Bolt.ICF.Designation: M20X0 IS5624 GALV
DesignPreferences.Anchor_Bolt.ICF.Galvanized: 'Yes'
DesignPreferences.Anchor_Bolt.ICF.Length: '0'
DesignPreferences.Anchor_Bolt.ICF.Material_Grade_OverWrite: '830.0'
DesignPreferences.Anchor_Bolt.ICF.Type: End Plate Type
DesignPreferences.Anchor_Bolt.OCF.Bolt_Hole_Type: Over-sized
DesignPreferences.Anchor_Bolt.OCF.Designation: M20X344.5 IS5624 GALV
DesignPreferences.Anchor_Bolt.OCF.Galvanized: 'Yes'
DesignPreferences.Anchor_Bolt.OCF.Length: '344.5'
DesignPreferences.Anchor_Bolt.OCF.Material_Grade_OverWrite: '830.0'
DesignPreferences.Anchor_Bolt.OCF.Type: End Plate Type
DesignPreferences.Design.Base_Plate: Effective Area Method
Detailing.Corrosive_Influences: 'Yes'
Detailing.Edge_type: b - Rolled, machine-flame cut, sawn and planed
End Condition: Fixed
Footing.Grade: M35
Label_8: Rolled
Load.Axial_Compression: '775'
Load.Axial_Tension: ''
Load.Moment.Major: ''
Load.Moment.Minor: ''
Load.Shear.Major: '45'
Load.Shear.Minor: '10'
Material: E 300 (Fe 440)
Member.Designation: ' CHS 355.6 x 10'
Member.Fu: '440'
Member.Fy: '300'
Member.Material: E 300 (Fe 440)
Module: Base Plate Connection
Stiffener_Key.Material: E 250 (Fe 410 W)A
Weld.Fab: Shop Weld
Weld.Material_Grade_OverWrite: '440'
Weld.Type: Groove Weld
107 changes: 107 additions & 0 deletions src/osdag/ResourceFiles/design_example/cleat_1.osi
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Bolt.Bolt_Hole_Type: Over-sized
Bolt.Diameter:
- '12'
Bolt.Grade:
- '3.6'
- '4.6'
- '4.8'
- '5.6'
- '5.8'
- '6.8'
- '8.8'
- '9.8'
- '10.9'
- '12.9'
Bolt.Slip_Factor: '0.3'
Bolt.TensionType: Non-pretensioned
Bolt.Type: Friction Grip Bolt
Connectivity: Column Flange-Beam Web
Connector.Angle_List:
- 50 x 50 x 3
- 50 x 50 x 4
- 50 x 50 x 5
- 50 x 50 x 6
- 55 x 55 x 4
- 55 x 55 x 5
- 55 x 55 x 6
- 55 x 55 x 8
- 60 x 60 x 4
- 60 x 60 x 5
- 60 x 60 x 6
- 60 x 60 x 8
- 65 x 65 x 4
- 65 x 65 x 5
- 65 x 65 x 6
- 65 x 65 x 8
- 70 x 70 x 5
- 70 x 70 x 6
- 70 x 70 x 8
- 70 x 70 x 10
- 75 x 75 x 5
- 75 x 75 x 6
- 75 x 75 x 8
- 75 x 75 x 10
- 80 x 80 x 6
- 80 x 80 x 8
- 80 x 80 x 10
- 80 x 80 x 12
- 90 x 90 x 6
- 90 x 90 x 8
- 90 x 90 x 10
- 90 x 90 x 12
- 100 x 100 x 6
- 100 x 100 x 8
- 100 x 100 x 10
- 100 x 100 x 12
- 110 x 110 x 8
- 110 x 110 x 10
- 110 x 110 x 12
- 110 x 110 x 16
- 130 x 130 x 8
- 130 x130 x 10
- 130 x130 x 12
- 130 x130 x 16
- 150 x 150 x 10
- 150 x 150 x 12
- 150 x 150 x 16
- 150 x 150 x 20
- 200 x 200 x 12
- 200 x 200 x 16
- 200 x 200 x 20
- 200 x 200 x 25
- 50 x 50 x 7
- 50 x 50 x 8
- 55 x 55 x 10
- 60 x 60 x 10
- 65 x 65 x 10
- 70 x 70 x 7
- 100 x 100 x 7
- 100 x 100 x 15
- 120 x 120 x 8
- 120 x 120 x 10
- 120 x 120 x 12
- 120 x 120 x 15
- 130 x 130 x 9
- 150 x 150 x 15
- 150 x 150 x 18
- 180 x 180 x 15
- 180 x 180 x 18
- 180 x 180 x 20
- 200 x 200 x 24
Connector.Material: E 250 (Fe 410 W)A
Design.Design_Method: Limit State Design
Detailing.Corrosive_Influences: 'No'
Detailing.Edge_type: Rolled, machine-flame cut, sawn and planed
Detailing.Gap: '0'
Load.Shear: '100'
Material: E 250 (Fe 410 W)A
Member.Supported_Section.Designation: WPB 280 X 280 X 188.54
Member.Supported_Section.Material: E 250 (Fe 410 W)A
Member.Supporting_Section.Designation: UC 356 x 406 x 634
Member.Supporting_Section.Material: E 250 (Fe 410 W)A
Module: Cleat Angle Connection
out_titles_status:
- 1
- 1
- 1
- 1
107 changes: 107 additions & 0 deletions src/osdag/ResourceFiles/design_example/cleat_2.osi
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Bolt.Bolt_Hole_Type: Over-sized
Bolt.Diameter:
- '12'
Bolt.Grade:
- '3.6'
- '4.6'
- '4.8'
- '5.6'
- '5.8'
- '6.8'
- '8.8'
- '9.8'
- '10.9'
- '12.9'
Bolt.Slip_Factor: '0.3'
Bolt.TensionType: Non-pretensioned
Bolt.Type: Bearing Bolt
Connectivity: Column Flange-Beam Web
Connector.Angle_List:
- 50 x 50 x 3
- 50 x 50 x 4
- 50 x 50 x 5
- 50 x 50 x 6
- 55 x 55 x 4
- 55 x 55 x 5
- 55 x 55 x 6
- 55 x 55 x 8
- 60 x 60 x 4
- 60 x 60 x 5
- 60 x 60 x 6
- 60 x 60 x 8
- 65 x 65 x 4
- 65 x 65 x 5
- 65 x 65 x 6
- 65 x 65 x 8
- 70 x 70 x 5
- 70 x 70 x 6
- 70 x 70 x 8
- 70 x 70 x 10
- 75 x 75 x 5
- 75 x 75 x 6
- 75 x 75 x 8
- 75 x 75 x 10
- 80 x 80 x 6
- 80 x 80 x 8
- 80 x 80 x 10
- 80 x 80 x 12
- 90 x 90 x 6
- 90 x 90 x 8
- 90 x 90 x 10
- 90 x 90 x 12
- 100 x 100 x 6
- 100 x 100 x 8
- 100 x 100 x 10
- 100 x 100 x 12
- 110 x 110 x 8
- 110 x 110 x 10
- 110 x 110 x 12
- 110 x 110 x 16
- 130 x 130 x 8
- 130 x130 x 10
- 130 x130 x 12
- 130 x130 x 16
- 150 x 150 x 10
- 150 x 150 x 12
- 150 x 150 x 16
- 150 x 150 x 20
- 200 x 200 x 12
- 200 x 200 x 16
- 200 x 200 x 20
- 200 x 200 x 25
- 50 x 50 x 7
- 50 x 50 x 8
- 55 x 55 x 10
- 60 x 60 x 10
- 65 x 65 x 10
- 70 x 70 x 7
- 100 x 100 x 7
- 100 x 100 x 15
- 120 x 120 x 8
- 120 x 120 x 10
- 120 x 120 x 12
- 120 x 120 x 15
- 130 x 130 x 9
- 150 x 150 x 15
- 150 x 150 x 18
- 180 x 180 x 15
- 180 x 180 x 18
- 180 x 180 x 20
- 200 x 200 x 24
Connector.Material: E 250 (Fe 410 W)A
Design.Design_Method: Limit State Design
Detailing.Corrosive_Influences: 'No'
Detailing.Edge_type: Rolled, machine-flame cut, sawn and planed
Detailing.Gap: '0'
Load.Shear: '100'
Material: E 250 (Fe 410 W)A
Member.Supported_Section.Designation: WPB 280 X 280 X 188.54
Member.Supported_Section.Material: E 250 (Fe 410 W)A
Member.Supporting_Section.Designation: PBP 300 X 88.46
Member.Supporting_Section.Material: E 250 (Fe 410 W)A
Module: Cleat Angle Connection
out_titles_status:
- 1
- 1
- 1
- 1
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