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Steel Design Member Params
Generate a SpaceGass Design Member Group from a List of Beam Elements
Inputs
| Name | ID | Description | Type |
|---|---|---|---|
| Calculate Lc Major | C | Calculate Lc Major from a buckling analysis (Y/N) | Boolean |
| Lc Major Eff Length | L | Specified Major Axis Effective Length. (-) for Ratio or Length (+) for Actual Length | Number |
| Lc Major Braced | B | Major axis braced in position at both ends of group. Default by True | Boolean |
| Calculate Lc Minor | C | Calculate Lc Major from a buckling analysis (Y/N) | Boolean |
| Lc Minor Eff Length | L | Specified Major Axis Effective Length. (-) for Ratio or Length (+) for Actual Length | Number |
| Lc Minor Braced | B | Minor axis braced in position at both ends of group. Default by True | Boolean |
| Calculate Lb | Lb | Calculate Lb+ and Lb- from Restraint positiions. True by default | Boolean |
| Lb Pos Eff Length | LP | Specified Effective Length for Positive Bending. (-) for Ratio or Length (+) for Actual Length | Number |
| Lb Negative Eff Length | LN | Specified Effective Length Negative Bending. (-) for Ratio or Length (+) for Actual Length | Number |
| Load Height Top | T | Load Height Top, rather than positioned at centre of design member | Boolean |
| Start Top | ST | Design Member Start Top Restraint(0=F 1=P 2=L 3=R 4=S 5=U 6=C 7=I) | Integer |
| Start Btm | SB | Design Member Start Btm Restraint(0=F 1=P 2=L 3=R 4=S 5=U 6=C 7=I) | Integer |
| End Top | ET | Design Member End Top Restraint(0=F 1=P 2=L 3=R 4=S 5=U 6=C 7=I) | Integer |
| End Btm | EB | Design Member End Btm Restraint(0=F 1=P 2=L 3=R 4=S 5=U 6=C 7=I) | Integer |
| Intermediate Restraints Top | IT | Intermediate Design Member Gruop Restraints | Generic Data |
| Intermediate Restraints Btm | IB | Intermediate Design Member Gruop Restraints | Generic Data |
Outputs
| Name | ID | Description | Type |
|---|---|---|---|
| Member Design Params | DG | Space Gass Member Design Group Parameters | Generic Data |
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