SapObject.SapModel.Results.SectionCutDesign
Function SectionCutDesign(ByRef NumberResults As Long, ByRef SCut() As String, ByRef ACase() As String, ByRef StepType() As String, ByRef StepNum() As Double, ByRef P() As Double, ByRef V2() As Double, ByRef V3() As Double, ByRef T() As Double, ByRef M2() As Double, ByRef M3() As Double) As Long
NumberResults
The total number of results returned by the program.
SCut
This is an array that includes the name of the section cut associated with each result.
ACase
This is an array that includes the name of the analysis case or response combination associated with each result.
StepType
This is an array that includes the step type, if any, for each result.
StepNum
This is an array that includes the step number, if any, for each result.
P, V2, V3
These are one dimensional arrays that include the axial force, shear force in the section cut local 2 direction and shear force in the section cut local 3 direction, respectively, for each result. [F]
T, M2, M3
These are one dimensional arrays that include the torsion, moment about the section cut local 2 axis and moment about the section cut local 3-axis, respectively, for each result. [FL]
This function reports the section cut force for sections cuts that are specified to have a Design (P, V2, V3, T, M2, M3) result type.
The function returns zero if the section cut forces are successfully recovered, otherwise it returns a nonzero value.
See Analysis Results Remarks for more information.
Similar to FrameForce
'get section cut forces with design output convention
ret = SapModel.Results.SectionCutDesign(NumberResults,
SCut, ACase, StepType, StepNum, P, V2, V3, T, M2, M3)
Initial release in version 11.00.