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Att

AttElement


AttElementFrame

Elem

Karamba


Loads


Loads Assign


Modify

Solver

Verify

Load Pattern Auto Seismic NZ1170

Create Load Pattern AutoSeismic NZ1170.5

Inputs

Name	ID	Description	Type
Name	N	Name	Text
Version	V	Code Version. Only One Version Currently Avaliable	Integer
Site Class	C	SiteClass (0=A 1=B 2=C 3=D 4=E)	Integer
Period Flag	P	Type(0=Approximate 1=Program_Calculated 2=User_Defined)	Integer
Eccentricity	E	The eccentricity ratio that applies to all diaphragms.	Number
UserT	T	The user specified time period. This item applies when the PeriodFlag is UserDefined	Number
Hazard Factor	Z	The hazard factor, Z.	Number
Return Period	R	The return period factor, R.	Number
Distance	D	Distance to the fault in km, used to calculate the near fault factor.	Number
Sp	Sp	The structural performance factor, Sp.	Number
Ductility Factor	U	The structural ductility factor, u.	Number
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
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

Outputs

Name	ID	Description	Type
LoadPattern	P	Structural Load Pattern	Generic Data