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Steel Design CSA
Steel Design CSA
Inputs
| Name | ID | Description | Type |
|---|---|---|---|
| Version | V | Version(0=CSA_S16_14 1=CSA_S16_09) | Integer |
| MultiResponse | M | MultiResponse(0=Default 1=Envelopes 2=StepByStep 3=LastStep 4=EnvelopesAll 5=StepByStepAll) | Integer |
| FramingType | T | FramingType(0=LD_MRF 1=MD_MRF 2=D_MRF 3=LD_CBF_V 4=LD_CBF_TC 5=LD_CBF_TO 6=LD_CBF_OT 7=MD_CBF_V 8=MD_CBF_TC 9=MD_CBF_TO 10=MD_CBF_OT 11=EBF 12=Cantilever_Column 13=Conventional_MF 14=Conventional_BF) | Integer |
| SpectralAccelerationRatio | A | Spectral Acceleration Ratio, Ie*Fa*Sa(0.2) | Number |
| Ductility | D | Ductility related modification factor, Rd | Number |
| Overstrength | O | Overstrength related modification factor, Ro | Number |
| PhiBending | B | Capacity factor, Phi Bending | Number |
| PhiCompression | C | Capacity factor, Phi Compression | Number |
| PhiTension | T | Capacity factor, Phi Tension | Number |
| PhiShear | S | Capacity factor, Phi Shear | Number |
| SlenderSectionModifedFy | S | Slender section modification Modified Fy, else Modified geometry | Boolean |
| IgnoreSeismic | S | Ignore seismic code | Boolean |
| IgnoreSpecialSeismic | S | Ignore special seismic code | Boolean |
| DoublerPlatePlugWelded | D | Doubler plate is plug welded | Boolean |
| Deflection | D | Consider Deflection | Boolean |
| DLDeflectionLimit | D | DL deflection limit, L/Value | Number |
| SDLLLDeflectionLimit | S | SDL + LL deflection limit, L/Value | Number |
| LLDeflectionLimit | L | LL deflection limit, L/Value | Number |
| TotalDeflectionLimit | T | Total deflection limit, L/Value | Number |
| CamberLimit | C | Total camber limit, L/Value | Number |
| PatternLiveLoadFactor | P | Pattern live load factor | Number |
| DemandCapacityRatioLimit | L | Demand/capacity ratio limit | Number |
| DesignOverWrites | O | Design Over Writes | Generic Data |
Outputs
| Name | ID | Description | Type |
|---|---|---|---|
| Design Code | D | Steel Design Code CSA | Generic Data |
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