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