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Att


Elem

Karamba


Loads


Solver

Load Case Modal

Create Modal Load Case

Inputs

Name	ID	Description	Type
Name	N	Name	Text
ID	I	ID	Integer
Load Case Type	T	Load Case Type (0=PERMANENT 1=LIVE 2=WIND 3=SNOW 4=TEMPERATURE 5=ACCIDENTAL 6=SEISMIC)	Integer
ModeCount	C	Number of Modes	Integer
Iterations	I	Number of Modes	Integer
Tolerance	T	Modal Tolerance	Number
Mass Matrix	M	Mass Matrix Calculation Method(0=CONSISTENT 1=LUMPED_WITH_ROTATIONS 2=LUMPED)	Integer
Ignore Density	D	Ignore Density	Boolean
Sturm Check	D	Ignore Density	Boolean
Analysis Mode	M	Analysis Mode(0=MODAL 1=SCEISMIC 2=SEISMIC_PSEUDO)	Integer
Alogorithm	A	Modal Analysis Alogorithm(0=BLOCK_SUBSPACE_ITERATION 1=SUBSPACE_ITERATION 2=LANCZOS 3=BASE_REDUCTION 4=PCG_RITZ 5=PCG)	Integer
Shift Increments	I	Shift Increments when using Alogorithm Type - Block Subspace iteration	Integer
Limit Setting	M	Choose which value provides the limit to the modal analysis. Defaults to Inactive(0=INACTIVE 1=PERIOD 2=FREQUENCY 3=PULSALTION 4=PERCENT_MASS_PARTICIPATION)	Integer
Period Limit	L	Period Limit	Number
Frequency Limit	H	Frequency Limit	Number
Pulsation Limit	H	Pulsation Limit	Number
Percent Mass Participation	H	Percent of mass participation	Number
Damping	D	Constant Damping Value	Number
Include Damping	D	Include Damping in calculations (according to PS92)	Boolean
Eccentricity X	X	Eccentricity in X. Positive for Absolute, Negative for Relative	Number
Eccentricity Y	Y	Eccentricity in Y. Positive for Absolute, Negative for Relative	Number

Outputs

Name	ID	Description	Type
LoadCase	C	Structural Load Case	Generic Data