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Att

AttElement


AttElementFrame

Elem

Karamba


Loads


Loads Assign


Modify

Solver

Verify

Load Pattern Auto Seismic User Coeff

Create Load Pattern AutoSeismic User Coefficient

Inputs

Name	ID	Description	Type
Name	N	Name	Text
XDir	X	Include Global X	Boolean
XDirPosEcc	XP	Global X with positive Eccentricity	Boolean
XDirNegEcc	XN	Global X with negative Eccentricity	Boolean
YDir	Y	Include Global Y	Boolean
XDirPosEcc	YP	Include Global Y with positive Eccentricity	Boolean
XDirNegEcc	YN	Include Global X or Global Y if false	Boolean
Base Shear Coeff	C	Base Shear Coeff	Number
Building Height Exp	K	Building Height Exp	Number
Eccentricity	E	The eccentricity ratio that applies to all diaphragms.	Number
Top Story	T	Top Building Story in which to apply Load Pattern. Defaults to the Top most building story	Generic Data
Btm Story	B	Btm Building Story in which to apply Load Pattern. Defaults to the building story closest to Elevation Zero	Generic Data
Ecc Overwrites	O	Eccentricity overwrite for particular levels. Ensure the levels is within the range provided	Generic Data

Outputs

Name	ID	Description	Type
LoadPattern	P	Structural Load Pattern	Generic Data