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Att

AttElement

AttElementFrame

Attributes

Elem

Karamba

Loads

Loads Assign


Modify

Solver

Verify

Load Pattern Auto Seismic NBCC2005

Create Load Pattern AutoSeismic NBCC2005

Inputs

Name	ID	Description	Type
Name	N	Name	Text
XDir	X	Global X or Global Y if false	Boolean
Eccentricity	E	The eccentricity ratio that applies to all diaphragms.	Number
Type	T	Type(0=SteelMomentFrame 1=ConcreteMomentFrame 2=OtherMomentFrame 3=BracedFrame 4=ShearWall)	Integer
PeriodFlag	P	Period Flag(0=Code 1=ProgramCalculated 2=UserDefined)	Integer
UserT	T	The user specified time period. This item applies when the PeriodFlag is UserDefined	Number
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
PGA	P	The peak ground acceleration.	Number
S02	A	The spectral acceleration at a 0.2 second period.	Number
S05	A	The spectral acceleration at a 0.5 second period.	Number
S1	A	The spectral acceleration at a 1 second period.	Number
S2	A	The spectral acceleration at a 2 second period.	Number
SiteClass	C	SiteClass (0=A 1=B 2=C 3=D 4=E 5=F)	Integer
Fa	F	The site coefficient, Fa. This item is read when the site class is F only.	Number
Fv	F	The site coefficient, Fv. This item is read when the site class is F only.	Number
I	I	The importance factor.	Number
Mv	M	The higher mode factor.	Number
Rd	D	The ductility modifier.	Number
Ro	O	The overstrength modifier.	Number

Outputs

Name	ID	Description	Type
LoadPattern	P	Structural Load Pattern	Generic Data