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Att

AttElement

AttElementFrame

Attributes

Elem

Karamba

Loads

Loads Assign


Modify

Solver

Verify

Load Pattern Auto Wind NBCC

Create Load Pattern AutoWind NBCC

Inputs

Name	ID	Description	Type
Name	N	Name	Text
Version	V	Version (0=NBCC2005 1=NBCC2010 2=NBCC2015)	Integer
Exposure	E	ExposureFromAreaElements, Rigid Diphragms if false	Boolean
DirAngle	A	DirAngle This item applies only when ExposureFrom Rigid Diaphragms	Number
Cpw	W	The windward coefficient, Cp. This item applies only when ExposureFrom Rigid Diaphragms	Number
Cpl	L	The leeward coefficient, Cp. This item applies only when ExposureFrom Rigid Diaphragms	Number
Case	C	Case (0=ONE 1=TWO 2=THREE 3=FOUR 4=ALL)	Integer
e1	E	This is the value e1 in the NBCC 2015 Figure A-4.1.7.9(1). This item applies only when ExposureFrom Rigid Diaphragms	Number
e2	E	This is the value e2 in the NBCC 2015 Figure A-4.1.7.9(1). This item applies only when ExposureFrom Rigid Diaphragms	Number
TopZ	T	It is the global Z-coordinate at the highest level where auto wind loads are applied.	Number
BottomZ	B	It is the global Z-coordinate at the lowest level where auto wind loads are applied.	Number
q	q	The velocity pressure in kPa	Number
GustFactor	G	The gust effect factor	Number
Topographic	T	The Topographic factor	Number
Importance	I	The importance factor.	Number
Terrain	T	TerrainType (0=Open 1=Rough 2=User)	Integer
CeWindward	W	The windward exposure factor, Ce. This item applies only when TerrainType = User	Number
CeLeeward	L	The leeward exposure factor, Ce. This item applies only when TerrainType = User	Number
UserExposure	E	If this item is True, the wind exposure widths are provided by the user. If it is False, the wind exposure widths are calculated by the program from the extents of the diaphragms	Boolean

Outputs

Name	ID	Description	Type
LoadPattern	P	Structural Load Pattern	Generic Data