 | APIsetSeismicFloorEccentricity Method |
Compute floor torque moments for accounting 5% eccentricity for center of mass of each rigid floor. Rigid diaphragms and masses are required.
REST path: /loadcase/combo/setseismicecc/[thID]/[ct]/[lam]
REST verb: GET
Namespace: NextFEMapiAssembly: NextFEMapi (in NextFEMapi.dll) Version: 2.6.0.0 (2.6.0.0)
Syntaxpublic bool setSeismicFloorEccentricity(
int thID,
double ct = 0.05,
double lam = 1
)
Public Function setSeismicFloorEccentricity (
thID As Integer,
Optional ct As Double = 0.05,
Optional lam As Double = 1
) As Boolean
Dim instance As API
Dim thID As Integer
Dim ct As Double
Dim lam As Double
Dim returnValue As Boolean
returnValue = instance.setSeismicFloorEccentricity(thID,
ct, lam)
public:
bool setSeismicFloorEccentricity(
int thID,
double ct = 0.05,
double lam = 1
)
member setSeismicFloorEccentricity :
thID : int *
?ct : float *
?lam : float
(* Defaults:
let _ct = defaultArg ct 0.05
let _lam = defaultArg lam 1
*)
-> bool
Parameters
- thID Int32
- ID of the spectrum function to be used as reference for total base shear
- ct Double (Optional)
- Optional, default 0.05. Coefficient for estimation of fundamental period from EC8 4.6: T1=ct*H^(3/4)
- lam Double (Optional)
- Optional, default 1. Coefficient for estimation of base shear as per EC8 4.5: Fb=Sd(T1)*m*lam
Return Value
BooleanTrue if successful
RemarksTo be called before generating the load combinations
See Also