Flat Bar Grades
These settings are stored for your currently selected Connection design method.
- General Overview
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                                                To add a new Grade Type or Grade, right-click inside the table and select Add Grade Type or Add Grade.
- Warning 1: Use caution when changing the Fu and Fy values assigned to particular grades. The Fu and Fy values assigned to grades are the correct ultimate strength and yield strength values for those grades. Changing Fu and Fy values affects connection design.
- Warning 2: When you change a grade definition, all materials that used the previous definition automatically adopt the new grade. Because grades are linked to materials by their index, switching the 3rd and 4th grades in the table will also swap the grades of all existing materials that use them.
Available Settings by Design Method
| Screen | Columns | When Shown | 
| ASD/LRFD/CISC | Grade Type, Grade, Nonstandard Notation, Fy, Fu, Ry, Rt, Density | shown when an ASD, LRFD, or CISC Connection design method is selected. | 
| AS4100 | Grade Type, Grade,Nonstandard Notation, Fy, Fu, Minimum Thickness, Maximum Thickness, Density | shown when AS 4100 is the Connection design method. | 
| Eurocode | Grade Type, Grade, Nonstandard Notation, Fy, Fu, Minimum Thickness, Maximum Thickness, Correlation Factor, Density | shown when EUROCODE3 or EUROCODE3 UK is the Connection design method. | 
Settings
Grade Type: Any text string (up to 29 characters) to denote the name of the grade type (e.g., Steel, Stainless, Aluminum).
Grade: Any text string (up to 29 characters) to denote the name of the grade (e.g., A36, A401, Peter, Joe, whatever name you want). Grades entered here are selectable  )
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Nonstandard Notation: Any text string (up to 29 characters) to denote that a particular grade is not the standard grade.
| For submaterials: A callout is generated next to that material's submaterial piecemark callout on the member detail when Home > Project Settings > Fabricator > Piecemarking > Member and Material Piecemarking > Submaterial >  Show non-std grade notation with piecemarks on member details is checked. The callout will consist of the grade if you do not enter a Nonstandard Notation. If, on the other hand, a Nonstandard Notation has been entered, that notation would be called out instead of the grade. For example, you might enter Non Std as a Nonstandard Notation. | 
Minimum Thickness & Maximum Thickness (AS4100 and Eurocode): These columns let you assign Fy (yield strength) and Fu (ultimate strength) values to a particular grade based on the thickness of the flat bar material.
Fy: The yield strength of the grade. If you are using imperial dimensioning, yield strength is measured in kips/sq. inch (ksi). If you are using metric dimensioning, yield strength is in megapascals (MPa). The value you enter for Fy is used to design connections.
Fu: The ultimate strength of the grade. If you are using imperial dimensioning, ultimate strength is measured in kips/sq. inch (ksi). If you are using metric dimensioning, ultimate strength is in megapascals (MPa). The value you enter for Fu is used to design connections.
Ry (ASD/LRFD): The ratio (no units) of expected yield stress to the specified minimum yield stress, Fy. See section I-6 of the AISC Seismic Design Manual. This overstrength factor is used during connection design for calculations related to member strength when the user has specified a Seismic brace (vertical brace). The default values used for Ry come from Table I -6 -1 of the AISC Seismic Design Manual. Ry is used only when the governing load (Tension load or Compression load) is  Auto
 Auto
 Rt (ASD/LRFD): The ratio (no units) of the expected tensile strength to the specified minimum tensile strength, Fu, as related to overstrength in material yield stress Ry. See section I-6 of the AISC Seismic Design Manual. This overstrength factor is used during connection design when the user has specified a Seismic brace. The default values used for Rt come from Table I -6 -1 of the AISC Seismic Design Manual. Rt is used only when the governing load (Tension load or Compression load) is  Auto. Ry and Rt are not used for user-entered loads.
 Auto. Ry and Rt are not used for user-entered loads.
			
Density: The density value of the grade. If you are using imperial dimensioning, density is measured in lb/ft3. If you are using metric dimensioning, density is measured in kg/m3. The value you enter for density is used to calculate material weight.
Correlation Factor (Eurocode): The appropriate correlation factor (ß w ) taken from Table 4.1 in BS EN 1993-1-8: 2005, Eurocode 3: Design of steel structures. The factor is used in calculations for fillet welds.
                                                 
                                            
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OK (or the Enter key) closes this screen and applies the settings.
Cancel (or the Esc key) closes this screen without saving any changes.
Reset undoes all changes made to this screen since you first opened it. The screen remains open.
- Preferred Flat Bar Sizes
- Misc Mem Add
- Add Material
- Edit Material
- Material grade (Status Display)
 
  
  
  
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