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Steel Design Member Atts
SpaceGass Design Member Group Design Attributes
Inputs
| Name | ID | Description | Type |
|---|---|---|---|
| High Strength | S | Use High Strength Grade. Default is false | Boolean |
| ScanCode | C | SpaceGass Scan Code for Design. Maximum of 4 Characters. Refer to SpaceGass for ScancCode Options | Text |
| Consider Eccentricity | E | Consider eccentricities when performing design check. Dafualt is false | Boolean |
| Design for Depth | D | Perform Design based on member depth rather than weight reduction | Boolean |
| Angle Type | A | Angle Type to be used when performing design/checks on angles.(0=A 1=S 2=L 3=X)A = Single angle, S = Double angle with short legs connected, L = Double angle with long legs connected or X = Double starred angle. This is used when an angle section is being checked. | Integer |
| Connection Type | C | End Connection Type(0=C 1=F 2=W 3=S 4=L) | Integer |
| Max No Bolts | B | Maximum No. of Bolts in The Section | Integer |
| Typ Bolt Dia | D | Typical Bolt Diameter in mm | Number |
| NZ Seismic Category | C | NZ Seismic Category of Member. If Applicable(0=Non_Seismic 1=Category_1_Member 2=Category_2_Member 3=Category_3_Member 4=Category_4_Member) | Integer |
| IS Seismic Category | C | NZ Seismic Category of Member. If Applicable(0=Non_Seismic 1=Ordinary_Concentrically_Braced_Frame 2=Special_Concentrically_Braced_Frame 3=Ordinary_Moment_Frame 4=Special_Moment_Frame) | Integer |
| Seismic Member Type | T | Seismic Member Type(0=Non_Specific 1=Beam 2=Column 3=Brace) | Integer |
Outputs
| Name | ID | Description | Type |
|---|---|---|---|
| Steel Member Design Atts | DG | Space Gass Member Design Group Parameters | Generic Data |
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