Download

We need your help! 🔥

Please consider disabling your ad-blocker to support this website! 🔑
We are a free, community-supported website! 🥰
We only display small unobtrusive ads which help us stay online! 💯
Thank you in advance! ❤️


Att

AttElement

AttElementFrame

Attributes

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
UserZ	T	This item is True if the top and bottom elevations of the seismic load are to be user specified. It is False if the elevations are determined by the program.	Boolean
TopZ	T	It is the global Z-coordinate at the highest level where auto seismic loads are applied.	Number
BottomZ	B	It is the global Z-coordinate at the lowest level where auto seismic loads are applied.	Number
XDir	X	Global X or Global Y if false	Boolean

Outputs

Name	ID	Description	Type
LoadPattern	P	Structural Load Pattern	Generic Data