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Att

AttElement

AttElementFrame

Attributes

Elem

Karamba

Loads

Loads Assign


Modify

Solver

Verify

Load Pattern Auto Seismic ASCE716

Create Load Pattern AutoSeismic ASCE716

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
Ct	C	Ct Type(0=Ct_0_28ft_x_0_8 1=Ct_0_16ft_x_0_9 2=Ct_0_03ft_x_0_75 3=Ct_0_02ft_x_0_75)	Integer
PeriodFlag	P	Period Flag(0=Approximate 1=ProgramCalculated 2=UserDefined)	Integer
UserT	T	The user specified time period. This item applies when the PeriodFlag item is 3	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
R	R	The response modification factor.	Number
Omega	O	The system overstrength factor.	Number
Cd	C	The deflection amplification factor.	Number
I	I	The occupancy importance factor	Number
SS	S	The seismic coefficients Ss and S1. This item is used only when ASCE716Option = 2	Number
S1	S	The seismic coefficients Ss and S1. This item is used only when ASCE716Option = 2	Number
TL	L	The long-period transition period	Number
SiteClass	C	SiteClass (0=A 1=B 2=C 3=D 4=E 5=F)	Integer
Fa	F	The site coefficients Fa and Fv. These items are used only when ASCE716SiteClass is E or F	Number
Fv	F	The site coefficients Fa and Fv. These items are used only when ASCE716SiteClass is E or F	Number

Outputs

Name	ID	Description	Type
LoadPattern	P	Structural Load Pattern	Generic Data