Calculation
Analysis and design result return.
Analysis Result Settings
See the component in use in the script library: Tapered frame with results.
Inputs
| Name | Id | Description |
|---|---|---|
| BeamForces | BF | Enable Beam force results |
| PlateForces | PF | Enable Plate force results |
| PlateStresses | PS | Enable Plate stress results |
| Reaction | R | Enable Reaction results |
Outputs
| Name | Id | Description |
|---|---|---|
| Analysis Result Settings | ARS | Analysis Result Settings describing which results to save. |
Design Settings
See the component in use in the script library: Tapered frame with results.
Inputs
| Name | Id | Description |
|---|---|---|
| BucklingCheck | BC | Include buckling checks. |
| BucklingPortion | BP | Model portion considered for buckling calculations. |
| CalcOrder | O | Calculation order. |
| ColdFormedChecks | CF | Include coldformed checks according to EN1993-1-3. |
| Khi | K | Khi reduction factor for buckling calculation. |
| LoadCombinations | LCombs | Load Combinations to be calculated. |
| ModelPortion | MP | Model portion to be calculated. |
| SteelCrossSectionCheck | SC | Steel cross section check toggle. |
| UseGm1 | GM1 | Use gamma.m1 instead of gamma.m0. |
| AlphaUlt | A | Alpha.ult stress reduction factor. |
| BucklingFactor | BF | Which buckling factor should be used. |
Outputs
| Name | Id | Description |
|---|---|---|
| Design Settings | DS | Design Settings. |
Buckling Results
See the component in use in the script library: Tapered frame with results.
Inputs
| Name | Id | Description |
|---|---|---|
| CSBeam | CSB | Beam returned from ConSteel. |
| CSLoadCombination | CSLC | Load combination from Consteel. |
Outputs
| Name | Id | Description |
|---|---|---|
| Alpha.crit | A | Alpha crit eigen factors of the buckling shapes. |
| Sensitivity | MRF | Model Relevance Factors, Buckling sensitivity of the specified beam for the buckling shapes. |
| Buckling shape | BS | Buckling shape displacements. |
Design Check Results
See the component in use in the script library: Tapered frame with results.
Inputs
| Name | Id | Description |
|---|---|---|
| CSBeam | B | Beam returned from ConSteel. |
Outputs
| Name | Id | Description |
|---|---|---|
| Combinations | C | Significant combinations. |
| Sign. Result | RS | Significant results. |
| Sign. check | SC | Describes which design check's result is the significant result. |
| Stab. Result | RStab | Global Stability check results. |
| Plast. Result | RPlast | Plastic interaction check results. |
| Sign. plast. check | SPC | Describes which plastic interaction check's result is the significant plastic result. |
| Parameters | P | Parameters of the result point on the beam's edge. |
| Cons. Result | RCons | Conservative interaction check results. |
| El. Result | REl | Elastic check results. |
| Pure Result | RPure | Pure (internal force) check results. |
| Pure N Result | RN | Pure normal force check results. |
| Pure My Result | RMy | Pure My bending check results. |
| Pure Mz Result | RMz | Pure Mz bending check results. |
| Pure Vy Result | RVy | Pure Vy shear check results. |
| Pure Vz Result | RVz | Pure Vz shear check results. |
| Pure T Result | RT | Pure torsion check results. |
Displacement Results
See the component in use in the script library: Tapered frame with results.
Inputs
| Name | Id | Description |
|---|---|---|
| CSBeam | B | Beam returned from ConSteel. |
| CSLoadCombination | LComb | Load Combination of the results. |
| CalcOrder | O | First or second order calculation results. |
| Parameters | P | Displacement along global Y axis, in mm. |
| Displacement | D | Displacement object, use this to generate a deformed mesh for the beam. |
Outputs
| Name | Id | Description |
|---|---|---|
| X [mm] | X | Displacement along global X axis, in mm. |
| Y [mm] | Y | Displacement along global Y axis, in mm. |
| Z [mm] | Z | Displacement along global Z axis, in mm. |
| Rx [deg] | Rx | Rotation around global X axis, in degrees. |
| Ry [deg] | Ry | Rotation around global Y axis, in degrees. |
| Rz [deg] | Rz | Rotation around global Z axis, in degrees. |
| W [rad/m] | W | Warping, in rad/m. |
| Rxx [deg] | Rxx | Rotation around local x axis, in degrees. |
Displaced Mesh
See the component in use in the script library: Tapered frame with results.
Inputs
| Name | Id | Description |
|---|---|---|
| DisplacementResults | DR | Displacement Results |
| Scale | S | Scaling of the displacement, use to exagerate displacement shapes for visual inspection of the displacement trends. |
Outputs
| Name | Id | Description |
|---|---|---|
| Mesh | M | Displaced mesh. |
Internal Force Results
See the component in use in the script library: Tapered frame with results.
Inputs
| Name | Id | Description |
|---|---|---|
| CSBeam | B | Beam returned from ConSteel. |
| CSLoadCombination | LComb | Load Combination of the results. |
| CalcOrder | O | First or second order calculation results. |
Outputs
| Name | Id | Description |
|---|---|---|
| Parameters | P | Parameters of the result point on the beam's edge. |
| N [kN] | N | Normal force, in kN. |
| Vy [kN] | Vy | Shear force in local y direction, in kN. |
| Vz [kN] | Vz | Shear force in local z direction, in kN. |
| My [kNm] | My | Bending moment around local y, in kNm. |
| Mz [kNm] | Mz | Bending moment around local z, in kNm. |
| T [kNm] | T | Torsion around local x, in kNm. |
| B [kNm2] | B | Bimoment, in kNm2. |
