Loads

FreeCircularLoad

Kind: global class

new FreeCircularLoad(no, load_case, surfaces, comment, params)

Creates free circular load

Returns: Object - Created free circular load

Param	Type	Description
no	Number	Index of free circular load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freeCircularLoad.Uniform(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free circular uniform load

Kind: instance method of FreeCircularLoad
Returns: Object - Created free circular uniform load

Param	Type	Description
no	Number	Index of free circular uniform load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freeCircularLoad.Linear(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free circular linear load

Kind: instance method of FreeCircularLoad
Returns: Object - Created free linear uniform load

Param	Type	Description
no	Number	Index of free circular linear load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

FreeConcentratedLoad

Kind: global class

new FreeConcentratedLoad(no, load_case, surfaces, comment, params)

Creates free concentrated load

Returns: Object - Created free concentrated load

Param	Type	Description
no	Number	Index of free concentrated load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freeConcentratedLoad.Force(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free concentrated force load

Kind: instance method of FreeConcentratedLoad
Returns: Object - Created free concentrated force load

Param	Type	Description
no	Number	Index of free concentrated force load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freeConcentratedLoad.Moment(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free concentrated moment load

Kind: instance method of FreeConcentratedLoad
Returns: Object - Created free concentrated moment load

Param	Type	Description
no	Number	Index of free concentrated moment load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

FreeLineLoad

Kind: global class

new FreeLineLoad(no, load_case, surfaces, comment, params)

Creates free line load

Returns: Object - Created free line load

Param	Type	Description
no	Number	Index of free line load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freeLineLoad.Uniform(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free line uniform load

Kind: instance method of FreeLineLoad
Returns: Object - Created free line uniform load

Param	Type	Description
no	Number	Index of free line uniform load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freeLineLoad.Linear(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free line linear load

Kind: instance method of FreeLineLoad
Returns: Object - Created free line linear load

Param	Type	Description
no	Number	Index of free line linear load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

FreePolygonLoad

Kind: global class

new FreePolygonLoad(no, load_case, surfaces, comment, params)

Creates free polygon load

Returns: Object - Created free polygon load

Param	Type	Description
no	Number	Index of free polygon load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freePolygonLoad.Uniform(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free polygon uniform load

Kind: instance method of FreePolygonLoad
Returns: Object - Created free polygon uniform load

Param	Type	Description
no	Number	Index of free polygon uniform load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freePolygonLoad.Linear(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free polygon linear load

Kind: instance method of FreePolygonLoad
Returns: Object - Created free polygon linear load

Param	Type	Description
no	Number	Index of free polygon linear load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freePolygonLoad.LinearX(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free polygon linear in X load

Kind: instance method of FreePolygonLoad
Returns: Object - Created free polygon linear in X load

Param	Type	Description
no	Number	Index of free polygon linear in X load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freePolygonLoad.LinearY(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free polygon linear in Y load

Kind: instance method of FreePolygonLoad
Returns: Object - Created free polygon linear in Y load

Param	Type	Description
no	Number	Index of free polygon linear in Y load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

FreeRectangularLoad

Kind: global class

new FreeRectangularLoad(no, load_case, surfaces, comment, params)

Creates free rectangular load

Returns: Object - Created free rectangular load

Param	Type	Description
no	Number	Index of free rectangular load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freeRectangularLoad.Uniform(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free rectangular uniform load

Kind: instance method of FreeRectangularLoad
Returns: Object - Created free rectangular uniform load

Param	Type	Description
no	Number	Index of free rectangular uniform load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freeRectangularLoad.LinearX(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free rectangular linear in X load

Kind: instance method of FreeRectangularLoad
Returns: Object - Created free rectangular linear in X load

Param	Type	Description
no	Number	Index of free rectangular linear in X load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freeRectangularLoad.LinearY(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free rectangular linear in Y load

Kind: instance method of FreeRectangularLoad
Returns: Object - Created free rectangular linear in Y load

Param	Type	Description
no	Number	Index of free rectangular linear in Y load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freeRectangularLoad.VaryingZ(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free rectangular varying in Z load

Kind: instance method of FreeRectangularLoad
Returns: Object - Created free rectangular varying in Z load

Param	Type	Description
no	Number	Index of free rectangular varying in Z load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freeRectangularLoad.VaryingPerimeter(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free rectangular varying along perimeter load

Kind: instance method of FreeRectangularLoad
Returns: Object - Created free rectangular varying along perimeter load

Param	Type	Description
no	Number	Index of free rectangular varying along perimeter load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

freeRectangularLoad.VaryingZAndPerimeter(no, load_case, surfaces, load_values, load_projection, load_direction, load_acting_region_from, load_acting_region_to, comment, params) ⇒ Object

Creates free rectangular varying in Z and along perimeter load

Kind: instance method of FreeRectangularLoad
Returns: Object - Created free rectangular varying in Z and along perimeter load

Param	Type	Description
no	Number	Index of free rectangular varying in Z and along perimeter load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

ImposedLineDeformation

Kind: global class

new ImposedLineDeformation(no, load_case, lines, comment, params)

Creates imposed line deformation

Returns: Object - Created imposed line deformation

Param	Type	Description
no	Number	Index of imposed line deformation, can be undefined
load_case	Object	Load case
lines	Array	List of lines indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

imposedLineDeformation.Set(no, load_case, lines, displacement_line_start_x, displacement_line_start_y, displacement_line_start_z, displacement_line_end_x, displacement_line_end_y, displacement_line_end_z, rotation_line_start, rotation_line_end, comment, params) ⇒ Object

Creates imposed line deformation

Kind: instance method of ImposedLineDeformation
Returns: Object - Created imposed nodal deformation

Param	Type	Description
no	Number	Index of imposed line deformation, can be undefined
load_case	Object	Load case
lines	Array	List of lines indexes
displacement_line_start_x	Number	Imposed displacement at line start ux,i
displacement_line_start_y	Number	Imposed displacement at line start uy,i, can be undefined
displacement_line_start_z	Number	Imposed displacement at line start uz,i, can be undefined
displacement_line_end_x	Number	Imposed displacement at line end ux,j, can be undefined
displacement_line_end_y	Number	Imposed displacement at line end uy,i, can be undefined
displacement_line_end_z	Number	Imposed displacement at line end uz,i, can be undefined
rotation_line_start	Number	Imposed rotation at line start ϕx,i, can be undefined
rotation_line_end	Number	Imposed rotation at line end ϕx,j, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

ImposedNodalDeformation

Kind: global class

new ImposedNodalDeformation(no, load_case, nodes, comment, params)

Creates imposed nodal deformation

Returns: Object - Created imposed nodal deformation

Param	Type	Description
no	Number	Index of imposed nodal deformation, can be undefined
load_case	Object	Load case
nodes	Array	List of nodes indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

imposedNodalDeformation.Set(no, load_case, nodes, imposed_displacement_x, imposed_displacement_y, imposed_displacement_z, imposed_rotation_x, imposed_rotation_y, imposed_rotation_z, comment, params) ⇒ Object

Creates imposed nodal deformation

Kind: instance method of ImposedNodalDeformation
Returns: Object - Created imposed nodal deformation

Param	Type	Description
no	Number	Index of imposed nodal deformation, can be undefined
load_case	Object	Load case
nodes	Array	List of nodes indexes
imposed_displacement_x	Number	Imposed displacement uX'
imposed_displacement_y	Number	Imposed displacement uY', can be undefined
imposed_displacement_z	Number	Imposed displacement uZ', can be undefined
imposed_rotation_x	Number	Imposed rotation ϕX', can be undefined
imposed_rotation_y	Number	Imposed rotation ϕY', can be undefined
imposed_rotation_z	Number	Imposed rotation ϕZ', can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

LineLoad

Kind: global class

new LineLoad(no, load_case, lines, comment, params)

Creates line load

Returns: Object - Created line load

Param	Type	Description
no	Number	Index of line load, can be undefined
load_case	Object	Load case
lines	Array	List of line indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

lineLoad.Force(no, load_case, lines, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates line force load

Kind: instance method of LineLoad
Returns: Object - Created line force load

Param	Type	Description
no	Number	Index of line load, can be undefined
load_case	Object	Load case
lines	Array	List of lines
load_distribution	String	Load distribution
load_values	Array	Load values depend on load distribution (for more information look at setLineLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

lineLoad.Moment(no, load_case, lines, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates line moment load

Kind: instance method of LineLoad
Returns: Object - Created line moment load

Param	Type	Description
no	Number	Index of line load, can be undefined
load_case	Object	Load case
lines	Array	List of lines
load_distribution	String	Load distribution
load_values	Array	Load values depend on load distribution (for more information look at setLineLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

lineLoad.Mass(no, load_case, lines, load_value, comment, params) ⇒ Object

Creates line mass load

Kind: instance method of LineLoad
Returns: Object - Created line mass load

Param	Type	Description
no	Number	Index of line load, can be undefined
load_case	Object	Load case
lines	Array	List of lines
load_value	Number	Uniform load value
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

lineLoad.ReferenceToListOfLines(value)

Sets option for reference to list of lines

Kind: instance method of LineLoad

Param	Type	Description
value	Boolean	When undefined, true as default

lineLoad.ReferDistanceLineEnd(value)

Sets option for refer distance to the line end

Kind: instance method of LineLoad

Param	Type	Description
value	Boolean	When undefined, true as default

lineLoad.LoadOverLine(value)

Sets option for load over total length of line (only for trapezoidal load distribution)

Kind: instance method of LineLoad

Param	Type	Description
value	Boolean	When undefined, true as default

lineLoad.IndividualMassComponents(MX, MY, MZ)

Sets individual mass components (only for mass load)

Kind: instance method of LineLoad

Param	Type	Description
MX	Number	Mass in X coordination, can be undefined
MY	Number	Mass in Y coordination, can be undefined
MZ	Number	Mass in Z coordination, can be undefined

LineSetLoad

Kind: global class

new LineSetLoad(no, load_case, line_sets, comment, params)

Creates line set load

Returns: Object - Created line set load

Param	Type	Description
no	Number	Index of line set load, can be undefined
load_case	Object	Load case
line_sets	Array	List of line sets indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

lineSetLoad.Force(no, load_case, line_sets, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates line set force load

Kind: instance method of LineSetLoad
Returns: Object - Created line set force load

Param	Type	Description
no	Number	Index of line set load, can be undefined
load_case	Object	Load case
line_sets	Array	List of line sets
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setLineLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

lineSetLoad.Moment(no, load_case, line_sets, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates line set moment load

Kind: instance method of LineSetLoad
Returns: Object - Created line set moment load

Param	Type	Description
no	Number	Index of line set load, can be undefined
load_case	Object	Load case
line_sets	Array	List of line sets
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setLineLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

lineSetLoad.Mass(no, load_case, line_sets, load_value, comment, params) ⇒ Object

Creates line set mass load

Kind: instance method of LineSetLoad
Returns: Object - Created line set mass load

Param	Type	Description
no	Number	Index of line set load, can be undefined
load_case	Object	Load case
line_sets	Array	List of line sets
load_value	Number	Uniform parameter value
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

lineSetLoad.ReferDistanceLineSetEnd(value)

Sets option for refer distance to the end of line set

Kind: instance method of LineSetLoad

Param	Type	Description
value	Boolean	When undefined, true as default

lineSetLoad.LoadOverLineSet(value)

Sets option for load over total length of line set (only for trapezoidal load distribution)

Kind: instance method of LineSetLoad

Param	Type	Description
value	Boolean	When undefined, true as default

lineSetLoad.IndividualMassComponents(MX, MY, MZ)

Sets individual mass components (only for mass load)

Kind: instance method of LineSetLoad

Param	Type	Description
MX	Number	Mass in X coordination, can be undefined
MY	Number	Mass in Y coordination, can be undefined
MZ	Number	Mass in Z coordination, can be undefined

MemberLoad

Kind: global class

new MemberLoad(no, load_case, members, comment, params)

Creates member load

Returns: Object - Created member load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.Force(no, load_case, members, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member force load

Kind: instance method of MemberLoad
Returns: Object - Created member force load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.Moment(no, load_case, members, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member moment load

Kind: instance method of MemberLoad
Returns: Object - Created member moment load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.Mass(no, load_case, members, load_value, comment, params) ⇒ Object

Creates member mass load

Kind: instance method of MemberLoad
Returns: Object - Created member mass load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_value	Number	Uniform load parameter
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.Temperature(no, load_case, members, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member temperature load

Kind: instance method of MemberLoad
Returns: Object - Created member temperature load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.TemperatureChange(no, load_case, members, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member temperature change load

Kind: instance method of MemberLoad
Returns: Object - Created member temperature change load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.AxialStrain(no, load_case, members, load_distribution, load_values, comment, params) ⇒ Object

Creates member axial strain load

Kind: instance method of MemberLoad
Returns: Object - Created member axial strain load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.AxialDisplacement(no, load_case, members, load_value, comment, params) ⇒ Object

Creates member axial displacement load

Kind: instance method of MemberLoad
Returns: Object - Created member axial displacement load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_value	Number	Uniform load parameter
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.Precamber(no, load_case, members, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member precamber load

Kind: instance method of MemberLoad
Returns: Object - Created member precamber load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.InitialPrestress(no, load_case, members, load_value, comment, params) ⇒ Object

Creates member initial prestress load

Kind: instance method of MemberLoad
Returns: Object - Created member initial prestress load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_value	Number	Uniform load parameter
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.Displacement(no, load_case, members, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member displacement load

Kind: instance method of MemberLoad
Returns: Object - Created member displacement load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.Rotation(no, load_case, members, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member rotation load

Kind: instance method of MemberLoad
Returns: Object - Created member rotation load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.PipeContentFull(no, load_case, members, load_value, load_direction, comment, params) ⇒ Object

Creates member content full load

Kind: instance method of MemberLoad
Returns: Object - Created member pipe content full load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_value	Number	Uniform load parameter
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.PipeContentPartial(no, load_case, members, load_values, load_direction, comment, params) ⇒ Object

Creates member pipe content partial load

Kind: instance method of MemberLoad
Returns: Object - Created member pipe content partial load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_values	Array	Load parameters for Uniform distribution
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.PipeInternalPressure(no, load_case, members, load_value, comment, params) ⇒ Object

Creates member pipe internal pressure load

Kind: instance method of MemberLoad
Returns: Object - Created member pipe internal pressure load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_value	Number	Uniform load parameter
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.RotaryMotion(no, load_case, members, load_values, comment, params) ⇒ Object

Creates member rotary motion load

Kind: instance method of MemberLoad
Returns: Object - Created member rotary motion load

Param	Type	Description
no	Number	Index of member load, can be undefined
load_case	Object	Load case
members	Array	List of member indexes
load_values	Number	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberLoad.ReferenceToListOfMembers(value)

Sets option for reference to list of members

Kind: instance method of MemberLoad

Param	Type	Description
value	Boolean	When undefined, true as default

memberLoad.ReferDistanceMemberEnd(value)

Sets option for refer distance to the member end

Kind: instance method of MemberLoad

Param	Type	Description
value	Boolean	When undefined, true as default

memberLoad.LoadOverMember(value)

Sets option for load over total length of member (only for trapezoidal load distribution)

Kind: instance method of MemberLoad

Param	Type	Description
value	Boolean	When undefined, true as default

memberLoad.Eccentricity(reference_to, offset_member_start_ey, offset_member_start_ez, offset_member_end_ey, offset_member_end_ez)

Sets eccentricity (only force load)

Kind: instance method of MemberLoad

Param	Type	Description
reference_to	String	Eccentricity is refereed to what ("LEFT_TOP", "CENTER_TOP", "RIGHT_TOP", "LEFT_CENTER", "CENTER_CENTER", "RIGHT_CENTER", "LEFT_BOTTOM", "CENTER_BOTTOM", "RIGHT_BOTTOM", "CENTER_OF_GRAVITY", "SHEAR_CENTER")
offset_member_start_ey	Number	Offset at member start, can be undefined
offset_member_start_ez	Number	Offset at member start, can be undefined
offset_member_end_ey	Number	Offset at member end, can be undefined
offset_member_end_ez	Number	Offset at member end, can be undefined

memberLoad.IndividualMassComponents(MX, MY, MZ)

Sets individual mass components (only for mass load)

Kind: instance method of MemberLoad

Param	Type	Description
MX	Number	Mass in X coordination, can be undefined
MY	Number	Mass in Y coordination, can be undefined
MZ	Number	Mass in Z coordination, can be undefined

MemberSetLoad

Kind: global class

new MemberSetLoad(no, load_case, member_sets, comment, params)

Creates member set load

Returns: Object - Created member set load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member sets indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.Force(no, load_case, member_sets, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member set force load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set force load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member sets indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.Moment(no, load_case, member_sets, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member set moment load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set moment load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member sets indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.Mass(no, load_case, member_sets, load_value, comment, params) ⇒ Object

Creates member set mass load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set mass load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member sets indexes
load_value	Number	Uniform load parameter
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.Temperature(no, load_case, member_sets, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member set temperature load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set temperature load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.TemperatureChange(no, load_case, member_sets, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member set temperature change load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set temperature change load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member set indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.AxialStrain(no, load_case, member_sets, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member set axial strain load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set axial strain load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member set indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.AxialDisplacement(no, load_case, member_sets, load_value, comment, params) ⇒ Object

Creates member set axial displacement load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set axial displacement load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member sets indexes
load_value	Number	Uniform load parameter
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.Precamber(no, load_case, member_sets, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member set precamber load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set precamber load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member sets indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.InitialPrestress(no, load_case, member_sets, load_value, comment, params) ⇒ Object

Creates member set initial prestress load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set initial prestress load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member set indexes
load_value	Number	Uniform load parameter
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.Displacement(no, load_case, member_sets, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member set displacement load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set displacement load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member set indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.Rotation(no, load_case, member_sets, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates member set rotation load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set rotation load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member set indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.PipeContentFull(no, load_case, member_sets, load_value, load_direction, comment, params) ⇒ Object

Creates member set content full load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set pipe content full load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member sets indexes
load_value	Number	Uniform load parameter
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.PipeContentPartial(no, load_case, member_sets, load_values, load_direction, comment, params) ⇒ Object

Creates member set pipe content partial load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set pipe content partial load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member set indexes
load_values	Array	Load parameters for Uniform distribution
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.PipeInternalPressure(no, load_case, member_sets, load_value, comment, params) ⇒ Object

Creates member set pipe internal pressure load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set pipe internal pressure load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member set indexes
load_value	Number	Uniform load parameter
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.RotaryMotion(no, load_case, member_sets, load_values, comment, params) ⇒ Object

Creates member set rotary motion load

Kind: instance method of MemberSetLoad
Returns: Object - Created member set rotary motion load

Param	Type	Description
no	Number	Index of member set load, can be undefined
load_case	Object	Load case
member_sets	Array	List of member set indexes
load_values	Number	Load parameters depend on load distribution (for more information look at setMemberLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

memberSetLoad.ReferDistanceMemberSetEnd(value)

Sets option for refer distance to the member set end

Kind: instance method of MemberSetLoad

Param	Type	Description
value	Boolean	When undefined, true as default

memberSetLoad.LoadOverMember(value)

Sets option for load over total length of member set (only for trapezoidal load distribution)

Kind: instance method of MemberSetLoad

Param	Type	Description
value	Boolean	When undefined, true as default

memberSetLoad.Eccentricity(reference_to, offset_member_start_ey, offset_member_start_ez, offset_member_end_ey, offset_member_end_ez)

Sets eccentricity (only force load)

Kind: instance method of MemberSetLoad

Param	Type	Description
reference_to	String	Eccentricity is refereed to what ("left_top", "center_top", "right_top", "left_center", "center_center", "right_center", "left_bottom", "center_bottom", "right_bottom", "center_of_gravity", "shear_center")
offset_member_start_ey	Number	Offset at member start, can be undefined
offset_member_start_ez	Number	Offset at member start, can be undefined
offset_member_end_ey	Number	Offset at member end, can be undefined
offset_member_end_ez	Number	Offset at member end, can be undefined

memberSetLoad.IndividualMassComponents(MX, MY, MZ)

Sets individual mass components (only for mass load)

Kind: instance method of MemberSetLoad

Param	Type	Description
MX	Number	Mass in X coordination, can be undefined
MY	Number	Mass in Y coordination, can be undefined
MZ	Number	Mass in Z coordination, can be undefined

NodalLoad

Kind: global class

new NodalLoad(no, load_case, nodes, comment, params)

Creates nodal load

Returns: Object - Created nodal load

Param	Type	Description
no	Number	Index of nodal load, can be undefined
load_case	Object	Load case
nodes	Array	List of node indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

nodalLoad.Force(no, load_case, nodes, force, load_direction, comment, params) ⇒ Object

Creates nodal force load

Kind: instance method of NodalLoad
Returns: Object - Created nodal force load

Param	Type	Description
no	Number	Index of nodal load, can be undefined
load_case	Object	Load case
nodes	Array	List of node indexes
force	Number	Load force value
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

nodalLoad.Moment(no, load_case, nodes, moment, load_direction, comment, params) ⇒ Object

Creates nodal moment load

Kind: instance method of NodalLoad
Returns: Object - Created nodal moment load

Param	Type	Description
no	Number	Index of nodal load, can be undefined
load_case	Object	Load case
nodes	Array	List of node indexes
moment	Number	Load moment value
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

nodalLoad.Components(no, load_case, nodes, forces, moments, comment, params) ⇒ Object

Creates nodal moment load

Kind: instance method of NodalLoad
Returns: Object - Create nodal components load

Param	Type	Description
no	Number	Index of nodal load, can be undefined
load_case	Object	Load case
nodes	Array	List of node indexes
forces	Array	List of forces [FX, FX, FY]
moments	Array	List of moments [MX, MY, MZ]
comment	String	Comment, van be undefined
params	Object	Load parameters, can be undefined

nodalLoad.Mass(no, load_case, nodes, mass, comment, params) ⇒ Object

Creates nodal moment load

Kind: instance method of NodalLoad
Returns: Object - Create nodal mass load

Param	Type	Description
no	Number	Index of nodal load, can be undefined
load_case	Object	Load case
nodes	Array	List of node indexes
mass	Number	Load mass value
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

nodalLoad.SpecificDirection(type, values)

Adds specific direction to load

Kind: instance method of NodalLoad

Param	Type	Description
type	Number	Specific direction type, can be one of: - 1 (Rotated view 3 angles) - 2 (Directed to node) - 3 (Parallel to two nodes) - 4 (Parallel to CS of line) - 4 (Parallel to CS of line) - 5 (Parallel to CS of member)
values	Array	List of values for specified direction: - [αX',αY',αZ',sequence] (for 1), example: [0.1,0.2,0.1,"X'Y'Z'"], sequence can be empty by default - [node_index] (for 2) - [node1_index, node2_index] (for 3) - [line_no] (for 4) - [member_no] (for 5)

nodalLoad.ForceEccentricity(eccentricity_x, eccentricity_y, eccentricity_z)

Adds eccentricity to load

Kind: instance method of NodalLoad

Param	Type	Description
eccentricity_x	Number	Eccentricity eX
eccentricity_y	Number	Eccentricity eY
eccentricity_z	Number	Eccentricity eZ

nodalLoad.ShiftedDisplay(offset, distance)

Adds shifted display to load

Kind: instance method of NodalLoad

Param	Type	Description
offset	Array	Offset [ΔX,ΔY,ΔZ], example [0.1,0.2,0]
distance	Number	Distance Δ

nodalLoad.IndividualMassComponents(mass, distance)

Adds individual mass components to load

Kind: instance method of NodalLoad

Param	Type	Description
mass	Array	mass [MX,MY,MZ], example [0.1,0.2,0]
distance	Number	mass_moment_of_inertia [IX,IY,IZ], example [0.1,0.2,0] -

OpeningLoad

Kind: global class

new OpeningLoad(no, load_case, openings, comment, params)

Creates solid load

Returns: Object - Created opening load

Param	Type	Description
no	Number	Index of opening load, can be undefined
load_case	Object	Load case
openings	Array	List of opening indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

openingLoad.Force(no, load_case, openings, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates opening force load

Kind: instance method of OpeningLoad
Returns: Object - Created opening force load

Param	Type	Description
no	Number	Index of opening load, can be undefined
load_case	Object	Load case
openings	Array	List of openings indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

openingLoad.SmoothConcentratedLoad(value,)

Set smooth concentrated load

Kind: instance method of OpeningLoad

Param	Type	Description
value,	Boolean	can be undefined (false)

SolidLoad

Kind: global class

new SolidLoad(no, load_case, solids, comment, params)

Creates solid load

Returns: Object - Created solid load

Param	Type	Description
no	Number	Index of solid load, can be undefined
load_case	Object	Load case
solids	Array	List of solid indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

solidLoad.Force(no, load_case, solids, load_value, load_direction, comment, params) ⇒ Object

Creates solid force load

Kind: instance method of SolidLoad
Returns: Object - Created solid force load

Param	Type	Description
no	Number	Index of solid load, can be undefined
load_case	Object	Load case
solids	Array	List of solid indexes
load_value	Array	Uniform load parameter
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

solidLoad.Temperature(no, load_case, solids, load_distribution, load_values, comment, params) ⇒ Object

Creates solid temperature load

Kind: instance method of SolidLoad
Returns: Object - Created solid temperature load

Param	Type	Description
no	Number	Index of solid load, can be undefined
load_case	Object	Load case
solids	Array	List of solid indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setSolidLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

solidLoad.Strain(no, load_case, solids, load_distribution, load_values, comment, params) ⇒ Object

Creates solid strain load

Kind: instance method of SolidLoad
Returns: Object - Created solid strain load

Param	Type	Description
no	Number	Index of solid load, can be undefined
load_case	Object	Load case
solids	Array	List of solid indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setSolidLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

solidLoad.Buoyancy(no, load_case, solids, load_value, load_direction, comment, params) ⇒ Object

Creates solid buoyancy load

Kind: instance method of SolidLoad
Returns: Object - Created solid buoyancy load

Param	Type	Description
no	Number	Index of solid load, can be undefined
load_case	Object	Load case
solids	Array	List of solid indexes
load_value	Array	Uniform load parameter
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

solidLoad.RotaryMotion(no, load_case, solids, load_values, comment, params) ⇒ Object

Creates solid rotary motion load

Kind: instance method of SolidLoad
Returns: Object - Created solid rotary motion load

Param	Type	Description
no	Number	Index of solid load, can be undefined
load_case	Object	Load case
solids	Array	List of solid indexes
load_values	Array	Load parameters depend on load distribution (for more information look at setSolidLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

solidLoad.AirDensity(altitude)

Determine air density at specified altitude

Kind: instance method of SolidLoad

Param	Type	Description
altitude	Number	Altitude value, if undefined, determine air density at specified altitude will be set false

SolidSetLoad

Kind: global class

new SolidSetLoad(no, load_case, solid_sets, comment, params)

Creates solid set load

Returns: Object - Created solid set load

Param	Type	Description
no	Number	Index of solid set load, can be undefined
load_case	Object	Load case
solid_sets	Array	List of solid set indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

solidSetLoad.Force(no, load_case, solid_sets, load_value, load_direction, comment, params) ⇒ Object

Creates solid set force load

Kind: instance method of SolidSetLoad
Returns: Object - Created solid set force load

Param	Type	Description
no	Number	Index of solid set load, can be undefined
load_case	Object	Load case
solid_sets	Array	List of solid set indexes
load_value	Array	Uniform load parameter
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

solidSetLoad.Temperature(no, load_case, solid_sets, load_distribution, load_values, comment, params) ⇒ Object

Creates solid set temperature load

Kind: instance method of SolidSetLoad
Returns: Object - Created solid set temperature load

Param	Type	Description
no	Number	Index of solid set load, can be undefined
load_case	Object	Load case
solid_sets	Array	List of solid set indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setSolidLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

solidSetLoad.Strain(no, load_case, solid_sets, load_distribution, load_values, comment, params) ⇒ Object

Creates solid set strain load

Kind: instance method of SolidSetLoad
Returns: Object - Created solid set strain load

Param	Type	Description
no	Number	Index of solid set load, can be undefined
load_case	Object	Load case
solid_sets	Array	List of solid set indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setSolidLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

solidSetLoad.Buoyancy(no, load_case, solid_sets, load_value, load_direction, comment, params) ⇒ Object

Creates solid set buoyancy load

Kind: instance method of SolidSetLoad
Returns: Object - Created solid set buoyancy load

Param	Type	Description
no	Number	Index of solid set load, can be undefined
load_case	Object	Load case
solid_sets	Array	List of solid set indexes
load_value	Array	Uniform load parameter
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

solidSetLoad.RotaryMotion(no, load_case, solid_sets, load_values, comment, params) ⇒ Object

Creates solid set rotary motion load

Kind: instance method of SolidSetLoad
Returns: Object - Created solid set rotary motion load

Param	Type	Description
no	Number	Index of solid set load, can be undefined
load_case	Object	Load case
solid_sets	Array	List of solid set indexes
load_values	Array	Load parameters depend on load distribution (for more information look at setSolidLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

solidSetLoad.AirDensity(altitude)

Determine air density at specified altitude

Kind: instance method of SolidSetLoad

Param	Type	Description
altitude	Number	Altitude value, if undefined, determine air density at specified altitude will be set false

SurfaceLoad

Kind: global class

new SurfaceLoad(no, load_case, surfaces, comment, params)

Creates surface load

Returns: Object - Created surface load

Param	Type	Description
no	Number	Index of surface load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceLoad.Force(no, load_case, surfaces, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates surface force load

Kind: instance method of SurfaceLoad
Returns: Object - Created surface force load

Param	Type	Description
no	Number	Index of surface load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceLoad.Temperature(no, load_case, surfaces, load_distribution, load_values, comment, params) ⇒ Object

Creates surface temperature load

Kind: instance method of SurfaceLoad
Returns: Object - Created surface temperature load

Param	Type	Description
no	Number	Index of surface load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceLoad.AxialStrain(no, load_case, surfaces, load_distribution, load_values, comment, params) ⇒ Object

Creates surface axial strain load

Kind: instance method of SurfaceLoad
Returns: Object - Created surface axial strain load

Param	Type	Description
no	Number	Index of surface load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceLoad.Precamber(no, load_case, surfaces, load_value, comment, params) ⇒ Object

Creates surface precamber load

Kind: instance method of SurfaceLoad
Returns: Object - Created surface precamber load

Param	Type	Description
no	Number	Index of surface load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_value	Array	Uniform load parameter
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceLoad.RotaryMotion(no, load_case, surfaces, load_values, comment, params) ⇒ Object

Creates surface rotary motion load

Kind: instance method of SurfaceLoad
Returns: Object - Created surface rotary motion load

Param	Type	Description
no	Number	Index of surface load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_values	Array	Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceLoad.Mass(no, load_case, surfaces, load_value, comment, params) ⇒ Object

Creates surface mass load

Kind: instance method of SurfaceLoad
Returns: Object - Created surface mass load

Param	Type	Description
no	Number	Index of surface load, can be undefined
load_case	Object	Load case
surfaces	Array	List of surface indexes
load_value	Array	Uniform load parameter
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceLoad.IndividualMassComponents(MX, MY, MZ)

Sets individual mass components (only for mass load)

Kind: instance method of SurfaceLoad

Param	Type	Description
MX	Number	Mass in X coordination, can be undefined
MY	Number	Mass in Y coordination, can be undefined
MZ	Number	Mass in Z coordination, can be undefined

SurfaceSetLoad

Kind: global class

new SurfaceSetLoad(no, load_case, line_sets, comment, params)

Creates line set load

Returns: Object - Created line set load

Param	Type	Description
no	Number	Index of line set load, can be undefined
load_case	Object	Load case
line_sets	Array	List of line set indexes
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceSetLoad.Force(no, load_case, surface_sets, load_distribution, load_values, load_direction, comment, params) ⇒ Object

Creates surface set force load

Kind: instance method of SurfaceSetLoad
Returns: Object - Created surface set force load

Param	Type	Description
no	Number	Index of surface set load, can be undefined
load_case	Object	Load case
surface_sets	Array	List of surface set indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function)
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceSetLoad.Temperature(no, load_case, surface_sets, load_distribution, load_values, comment, params) ⇒ Object

Creates surface set temperature load

Kind: instance method of SurfaceSetLoad
Returns: Object - Created surface set temperature load

Param	Type	Description
no	Number	Index of surface set load, can be undefined
load_case	Object	Load case
surface_sets	Array	List of surface set indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceSetLoad.AxialStrain(no, load_case, surface_sets, load_distribution, load_values, comment, params) ⇒ Object

Creates surface set axial strain load

Kind: instance method of SurfaceSetLoad
Returns: Object - Created surface set axial strain load

Param	Type	Description
no	Number	Index of surface set load, can be undefined
load_case	Object	Load case
surface_sets	Array	List of surface set indexes
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceSetLoad.Precamber(no, load_case, surface_sets, load_value, comment, params) ⇒ Object

Creates surface set precamber load

Kind: instance method of SurfaceSetLoad
Returns: Object - Created surface set precamber load

Param	Type	Description
no	Number	Index of surface set load, can be undefined
load_case	Object	Load case
surface_sets	Array	List of surface set indexes
load_value	Array	Uniform load parameter
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceSetLoad.RotaryMotion(no, load_case, surface_sets, load_values, comment, params) ⇒ Object

Creates surface set rotary motion load

Kind: instance method of SurfaceSetLoad
Returns: Object - Created surface set rotary motion load

Param	Type	Description
no	Number	Index of surface set load, can be undefined
load_case	Object	Load case
surface_sets	Array	List of surface set indexes
load_values	Array	Load parameters depend on load distribution (for more information look at setSurfaceLoadDistribution function)
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceSetLoad.Mass(no, load_case, surface_sets, load_value, comment, params) ⇒ Object

Creates surface set mass load

Kind: instance method of SurfaceSetLoad
Returns: Object - Created surface set mass load

Param	Type	Description
no	Number	Index of surface set load, can be undefined
load_case	Object	Load case
surface_sets	Array	List of surface set indexes
load_value	Array	Uniform load parameter
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

surfaceSetLoad.IndividualMassComponents(MX, MY, MZ)

Sets individual mass components (only for mass load)

Kind: instance method of SurfaceSetLoad

Param	Type	Description
MX	Number	Mass in X coordination, can be undefined
MY	Number	Mass in Y coordination, can be undefined
MZ	Number	Mass in Z coordination, can be undefined

createBaseLoad(load_type, no, load_case, index_list, comment, params) ⇒ Object

Creates load based on its type

Kind: global function
Returns: Object - Created load

Param	Type	Description
load_type	Number	Load type
no	Number	Index of load, can be undefined
load_case	Object	Load case
index_list	Array	List of assigned objects (indexes), can be empty
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

createSimplyValueLoad(load_type, no, load_case, nodes, force, moment, mass, load_direction, comment, params) ⇒ Object

Creates load with one only value (force, mass and so on)

Kind: global function
Returns: Object - Created load

Param	Type	Description
load_type	Number	Load type
no	Number	Index of nodal load, can be undefined
load_case	Object	Load case
nodes	Array	List of node indexes, can be undefined
force	Number	Load force value, can be undefined
moment	Number	Load moment value, can be undefined
mass	Number	Load mass value, can be undefined
load_direction	String	Load direction, can be undefined
comment	String	Comment, can be undefined
params	Object	Load parameters, can be undefined

showLoadAssert(load_type, load_distribution)

Shows assert (private)

Kind: global function

Param	Type	Description
load_type	String	Load type
load_distribution	String	Load distribution, can be undefined

setLoadValues(arguments)

Set load parameters

Kind: global function

Param	Type	Description
arguments	Array	Arguments: arg[0] - load, arg[1] - load parameters, arg[2] - load parameters to be set

setAxis(load, value) ⇒ Boolean

Sets axis for rotary motion load type

Kind: global function
Returns: Boolean - True if axis and orientation was successfully set

Param	Type	Description
load	Object	Load
value	String	Parallel axis (X, Y, Z)

setAxisAndOrientation(load, value) ⇒ Boolean

Sets axis and orientation for rotary motion load type

Kind: global function
Returns: Boolean - True if axis and orientation was successfully set

Param	Type	Description
load	Object	Load
value	String	Parallel axis (+X, -X, ...)

setLineLoadDistribution(load, load_type, load_distribution, load_values) ⇒ Object

Function assigns parameters to line / line set load depend of load type and load distribution (private)

Kind: global function
Returns: Object - Returns modified load

Param	Type	Description
load	Object	Load
load_type	String	Load type
load_distribution	String	Load distribution
load_values	Array	Load parameters depend on load type and load distribution - (load type / load distribution: [valid values]) - "Force" / "Uniform": [p] - "Force" / "Uniform - Total": [P] - "Force" / "Concentrated - 1": [P, A, is_a_relative] - "Force" / "Concentrated - n x": [P, n, A, B, is_a_relative, is_b_relative] - "Force" / "Concentrated - 2 x 2": [P, A, B, C, is_a_relative, is_b_relative, is_c_relative] - "Force" / "Concentrated - 2 x": [P1, A, P2, B, is_a_relative, is_b_relative] - "Force" / "Concentrated - Varying": [P1, x1, P2, x2 ... Pn, xn] - "Force" / "Trapezoidal": [p1, B, p2, A, is_b_relative, is_a_relative] - "Force" / "Tapered": [p1, p2, A, B, is_a_relative, is_b_relative] - "Force" / "Parabolic": [p1, p2, p3] - "Force" / "Varying": [p1, x1, p2, x2 ... pn, xn] - "Force" / "Varying in Z": [p1, z1, p2, z2 ... pn, zn] - "Moment" / "Uniform" (load type / load distribution): [m] - "Moment" / "Concentrated - 1": [M, A, is_a_relative] - "Moment" / "Concentrated - n x": [M, n, A, B, is_a_relative, is_b_relative] - "Moment" / "Concentrated - 2 x 2": [M, A, B, C, is_a_relative, is_b_relative, is_c_relative] - "Moment" / "Concentrated - 2 x": [M1, A, M2, B, is_a_relative, is_b_relative] - "Moment" / "Concentrated - Varying": [M1, x1, M2, x2 ... Mn, xn] - "Moment" / "Trapezoidal": [m1, B, m2, A, is_b_relative, is_a_relative] - "Moment" / "Tapered": [m1, m2, A, B, is_a_relative, is_b_relative] - "Moment" / "Parabolic": [m1, m2, m3] - "Moment" / "Varying": [m1, x1, m2, x2 ... mn, xn] - "Mass" / "Uniform": M

setMemberLoadDistribution(load, load_type, load_distribution, load_values) ⇒ Object

Function assigns parameters to member / member set load depend of load type and load distribution (private)

Kind: global function
Returns: Object - Returns modified load

Param	Type	Description
load	Object	Load
load_type	String	Load type
load_distribution	String	Load distribution, can be undefined
load_values	Array	Load parameters depend on load type and load distribution - (load type / load distribution: [valid values]) - "Force" / "Uniform": [p] - "Force" / "Uniform - Total": [P] - "Force" / "Concentrated - 1": [P, A, is_a_relative] - "Force" / "Concentrated - n x": [P, n, A, B, is_a_relative, is_b_relative] - "Force" / "Concentrated - 2 x 2": [P, A, B, C, is_a_relative, is_b_relative, is_c_relative] - "Force" / "Concentrated - 2 x": [P1, A, P2, B, is_a_relative, is_b_relative] - "Force" / "Concentrated - Varying": [P1, x1, P2, x2 ... Pn, xn] - "Force" / "Trapezoidal": [p1, B, p2, A, is_b_relative, is_a_relative] - "Force" / "Tapered": [p1, p2, A, B, is_a_relative, is_b_relative] - "Force" / "Parabolic": [p1, p2, p3] - "Force" / "Varying": [p1, x1, p2, x2, ... pn, xn] - "Force" / "Varying in Z": [p1, z1, p2, z2 ... pn, zn] - "Moment" / "Uniform" (load type / load distribution): [m] - "Moment" / "Concentrated - 1": [M, A, is_a_relative] - "Moment" / "Concentrated - n x": [M, n, A, B, is_a_relative, is_b_relative] - "Moment" / "Concentrated - 2 x 2": [M, A, B, C, is_a_relative, is_b_relative, is_c_relative] - "Moment" / "Concentrated - 2 x": [M1, A, M2, B, is_a_relative, is_b_relative] - "Moment" / "Concentrated - Varying": [M1, x1, M2, x2 ... Mn, xn] - "Moment" / "Trapezoidal": [m1, B, m2, A, is_b_relative, is_a_relative] - "Moment" / "Tapered": [m1, m2, A, B, is_a_relative, is_b_relative] - "Moment" / "Parabolic": [m1, m2, m3] - "Moment" / "Varying": [m1, x1, m2, x2, ... mn, xn] - "Mass" / "Uniform": M - "Temperature" / "Uniform": [Tt, Tb] - "Temperature" / "Trapezoidal": [Tt1, B, Tb1, Tt2, Tb2, A, is_b_relative, is_a_relative] - "Temperature" / "Tapered": [Tt1, Tb1, Tt2, Tb2, A, B, is_a_relative, is_b_relative] - "Temperature" / "Parabolic": [Tt1, Tb1, Tt2, Tb2, Tt3, Tb3] - "Temperature" / "Varying": [Tt1, Tb1, x1, Tt2, Tb2, x2 ... Ttn, Tbn, xn] - "Temperature Change" / "Uniform": [Tc, ΔT] - "Temperature Change" / "Trapezoidal": [Tc1, B, ΔT1, Tc2, ΔT2, A, is_b_relative, is_a_relative] - "Temperature Change" / "Tapered": [Tc1, ΔT1, ΔT2, ΔT2, A, B, is_a_relative, is_b_relative] - "Temperature Change" / "Parabolic": [Tt1, ΔT1, Tt2, ΔT2, Tt3, ΔT3] - "Temperature Change" / "Varying": [Tc1, ΔT1, x1, Tc2, ΔT2, x2 ... Tcn, ΔTn, xn] - "Axial Strain" / "Uniform": [ε] - "Axial Strain" / "Trapezoidal": [ε1, B, ε2, A, is_b_relative, is_a_relative] - "Axial Strain" / "Tapered": [ε1, ε2, A, B, is_a_relative, is_b_relative] - "Axial Strain" / "Parabolic": [ε1, ε2, ε3] - "Axial Strain" / Varying": [ε1, x1, ε2, x2, ... εn, xn] - "Axial Displacement" / "Uniform": Δl - "Precamber" / "Uniform": [κ] - "Precamber" / "Trapezoidal": [κ1, B, κ2, A, is_b_relative, is_a_relative] - "Precamber" / "Tapered": [κ1, A, κ2, B, is_a_relative, is_a_relative] - "Precamber" / "Parabolic": [κ1, κ2, κ3] - "Precamber" / "Varying": [κ1, x1, κ2, x2, ... κn, xn] - "Initial Prestress" / "Uniform": V - "Displacement" / "Uniform": [δ] - "Displacement" / "Concentrated - 1": [Δ, A, is_a_relative] - "Displacement" / "Concentrated - n x": [Δ, n, A, B, is_a_relative, is_b_relative] - "Displacement" / "Concentrated - 2 x 2": [Δ, A, B, C, is_a_relative, is_b_relative, is_c_relative] - "Displacement" / "Concentrated - 2 x": [Δ1, Δ2, A, B, is_a_relative, is_b_relative] - "Displacement" / "Concentrated - Varying": [Δ1, x1, Δ2, x2 ... Δn, xn] - "Displacement" / "Trapezoidal": [δ1, B, δ2, A, is_b_relative, is_a_relative] - "Displacement" / "Tapered": [δ1, δ2, A, B, is_a_relative, is_b_relative] - "Displacement" / "Parabolic": [δ1, δ2, δ3] - "Displacement" / "Varying": [δ1, x1, δ2, x2, ... δn, xn] - "Rotation" / "Uniform": [φ] - "Rotation" / "Concentrated - 1": [φ, A, is_a_relative] - "Rotation" / "Concentrated - n x": [φ, n, A, B, is_a_relative, is_b_relative] - "Rotation" / "Concentrated - 2 x 2": [φ, A, B, C, is_a_relative, is_b_relative, is_c_relative] - "Rotation" / "Concentrated - 2 x": [φ1, A, φ2, B, is_a_relative, is_b_relative] - "Rotation" / "Concentrated - Varying": [φ1, x1, φ2, x2 ... φn, xn] - "Rotation" / "Trapezoidal": [φ1, B, φ2, A, is_b_relative, is_a_relative] - "Rotation" / "Tapered": [φ1, φ2, A, B, is_a_relative, is_b_relative] - "Rotation" / "Parabolic": [φ1, φ2, φ3] - "Rotation" / "Varying": [φ1, x1, φ2, x2, ... φn, xn] - "Pipe Content - Full" / "Uniform": γ - "Pipe Content - Partial" / "Uniform": [γ, d] - "Pipe Internal Pressure" / "Uniform": p - "Rotary Motion": [axis_definition, ω, α, [Node1, Node2] or XA, YA, ZA, XB, YB, ZB] (axis definition 1 === "Two points") [axis_definition, ω, α, ([Node1] or XA, YA, ZA), parallel_axis] (axis definition 2 === "Point and axis")

setSurfaceLoadDistribution(load, load_type, load_distribution, load_values) ⇒ Object

Function assigns parameters to surface / surface set load depend of load type and load distribution (private)

Kind: global function
Returns: Object - Returns modified load

Param	Type	Description
load	Object	Load
load_type	String	Load type
load_distribution	String	Load distribution, can be undefined
load_values	Array	Load parameters depend on load type and load distribution - (load type / load distribution: [valid values]) - "Force" / "Uniform": [p] - "Force" / "Linear": [Node1, Node2, Node3, p1, p2, p3] - "Force: / "Linear in X": [Node1, Node2, p1, p2] - "Force" / "Linear in Y": [Node1, Node2, p1, p2] - "Force" / "Linear in Z": [Node1, Node2, p1, p2] - "Force" / "Radial": [axis_definition, p1, p2, Node1, Node2, [Node1, Node2] or XA, YA, ZA, XB, YB, ZB] (axis definition 1 === "Two points") [axis_definition, p1, p2, Node1, Node2, ([Node1] or XA, YA, ZA), parallel_axis] (axis definition 2 === "Point and axis") - "Force" / "Varying in Z": [p1, z1, p2, z2, ... pn, zn] - "Temperature" / "Uniform": [Tc, ΔT] - "Temperature" / "Linear": [Node1, Node2, Node3, Tc1, Tc2, Tc3, ΔT1, ΔT2, ΔT3] - "Temperature" / "Linear in X": [Node1, Node2, Tc1, Tc2, ΔT1, ΔT2] - "Temperature" / "Linear in Y": [Node1, Node2, Tc1, Tc2, ΔT1, ΔT2] - "Temperature" / "Linear in Z": [Node1, Node2, Tc1, Tc2, ΔT1, ΔT2] - "Temperature" / "Radial": [axis_definition, Tc1, Tc2, ΔT1, ΔT2, Node1, Node2, [Node1, Node2] or XA, YA, ZA, XB, YB, ZB] (axis definition 1 === "Two points") [axis_definition, Tc1, Tc2, ΔT1, ΔT2, Node1, Node2, ([Node1] or XA, YA, ZA), parallel_axis] (axis definition 2 === "Point and axis") - "Axial Strain" / "Uniform": [εx, εy] - "Axial Strain" / "Linear": [Node1, Node2, Node3, ε1x, ε1y, ε2x, ε2y, ε3x, ε3y] - "Axial Strain" / "Linear in X": [Node1, Node2, ε1x, ε1y, ε2x, ε2y] - "Axial Strain" / "Linear in Y": [Node1, Node2, ε1x, ε1y, ε2x, ε2y] - "Axial Strain" / "Linear in Z": [Node1, Node2, ε1x, ε1y, ε2x, ε2y] - "Precamber" / "Uniform": [κ] - "Rotary Motion": [axis_definition, p1, p2, Node1, Node2, [Node1, Node2] or XA, YA, ZA, XB, YB, ZB] (axis definition 1 === "Two points") [axis_definition, p1, p2, Node1, Node2, ([Node1] or XA, YA, ZA), parallel_axis] (axis definition 2 === "Point and axis") - "Mass" / "Uniform": [M]

setSolidLoadDistribution(load, load_type, load_distribution, load_values) ⇒ Object

Function assigns parameters to solid / solid set load depend of load type and load distribution (private)

Kind: global function
Returns: Object - Returns modified load

Param	Type	Description
load	Object	Load
load_type	String	Load type
load_distribution	String	Load distribution, can be undefined
load_values	Array	Load parameters depend on load type and load distribution - (load type / load distribution: [valid values]) - "Force" / "Uniform": [p] - "Temperature" / "Uniform": [T] - "Temperature" / "Linear in X": [Node1, Node2, T1, T2] - "Temperature" / "Linear in Y": [Node1, Node2, T1, T2] - "Temperature" / "Linear in Z": [Node1, Node2, T1, T2] - "Strain" / "Uniform": [εx, εy, εz] - "Strain" / "Linear in X": [Node1, Node2, ε1x, ε1y, ε1z, ε2x, ε2y, ε2z] - "Strain" / "Linear in Y": [Node1, Node2, ε1x, ε1y, ε1z, ε2x, ε2y, ε2z] - "Strain" / "Linear in Z": [Node1, Node2, ε1x, ε1y, ε1z, ε2x, ε2y, ε2z] - "Buoyancy" / "Uniform": [p] - "Rotary Motion": [axis_definition, p1, p2, Node1, Node2, [Node1, Node2] or XA, YA, ZA, XB, YB, ZB] (axis definition 1 === "Two points") [axis_definition, p1, p2, Node1, Node2, ([Node1] or XA, YA, ZA), parallel_axis] (axis definition 2 === "Point and axis")

setCommonFreeLoadsValues(load, load_projection, load_direction, load_acting_region_from, load_acting_region_to) ⇒ Object

Updates common parameters for free loads

Kind: global function
Returns: Object - Updated free load

Param	Type	Description
load	Object	Load
load_projection	String	Load projection, can be undefined
load_direction	String	Load direction, can be undefined
load_acting_region_from	Number	Start of load acting region, can be undefined
load_acting_region_to	Number	End of load acting region, can be undefined

setFreeCircularLoadParameters(load, load_distribution, load_values) ⇒ Object

Set parameters to free circular load depend on load distribution

Kind: global function
Returns: Object - Returns modified load

Param	Type	Description
load	Object	Load
load_distribution	String	Load distribution
load_values	Array	Load parameters depend of load distribution - "Uniform": [p, R, CX, CY] - "Linear": [pC, R, pR, CX, CY]

setFreeConcentratedLoadParameters(load, load_type, load_values) ⇒ Object

Set parameters to free concentrated load depend on load type

Kind: global function
Returns: Object - Returns modified load

Param	Type	Description
load	Object	Load
load_type	String	Load type
load_values	Array	Load parameters depend of load type - "Force": [p, X, Y] - "Moment": [M, X, Y]

setFreeLineLoadParameters(load, load_distribution, load_values) ⇒ Object

Set parameters to free line load depend on load distribution

Kind: global function
Returns: Object - Returns modified load

Param	Type	Description
load	Object	Load
load_distribution	String	Load distribution
load_values	Array	Load parameters depend of load distribution - "Force": [p, X1, Y1, X2, Y2] - "Linear": [p1, p2, X1, Y1, X2, Y2]

setFreePolygonLoadParameters(load, load_distribution, load_values) ⇒ Object

Set parameters to free polygon load depend on load distribution

Kind: global function
Returns: Object - Returns modified load

Param	Type	Description
load	Object	Load
load_distribution	String	Load distribution
load_values	Array	Load parameters depend of load distribution - "Uniform": [p, X1, Y1, X2, Y2, X3, Y3 ... Xn, Yn] - "Linear": [p1, node1, node2, node3, [X1, Y1, X2, Y2, X3, Y3 ... Xn, Yn], p2, p3] - "Linear in X": [p1, node1, node2, [X1, Y1, X2, Y2, X3, Y3 ... Xn, Yn], p2] - "Linear in Y": [p1, node1, node2, [X1, Y1, X2, Y2, X3, Y3 ... Xn, Yn], p2]

setFreeRectangularLoadParameters(load, load_distribution, load_values) ⇒ Object

Set parameters to free rectangular load depend on load distribution

Kind: global function
Returns: Object - Returns modified load

Param	Type	Description
load	Object	Load
load_distribution	String	Load distribution
load_values	Array	Load parameters depend of load distribution - "Uniform": [location, p, X1, Y1, X2, Y2, α] for location (1) "Corner points of rectangle" - [location, p, Xc, Yc, a, b, α] for location (2) "Center and sides of rectangle" - "Linear in X": [location, p1, p2, X1, Y1, X2, Y2, α] for location (1) "Corner points of rectangle" [location, p1, p2, Xc, Yc, a, b, α] for location (2) "Center and sides of rectangle" - "Linear in Y": [location, p1, p2, X1, Y1, X2, Y2, α] for location (1) "Corner points of rectangle" [location, p1, p2, Xc, Yc, a, b, α] for location (2) "Center and sides of rectangle" - "Varying in Z": [location, p, X1, Y1, X2, Y2, [Z1, kz1, pz1, Z2, kz2, pz2, ... Zn, kzn, pzn]] for location (1) "Corner points of rectangle" [location, p, Xc, Yc, a, b, [Z1, kz1, pz1, Z2, kz2, pz2, ... Zn, kzn, pzn]] for location (2) "Center and sides of rectangle" - "Varying along Perimeter": [location, p, X1, Y1, X2, Y2, [XA, YA, ZA, XB, YB, ZB, α0, (α1, kα1, pα1, α2, kα2, pα2 ... αn, kαn, pαn)]] for location (1) "Corner points of rectangle" [location, p, Xc, Yc, a, b, [XA, YA, ZA, XB, YB, ZB, α0, (α1, kα1, pα1, α2, kα2, pα2 ... αn, kαn, pαn)]] for location (2) "Center and sides of rectangle" - "Varying in Z and Perimeter": [location, p, X1, Y1, X2, Y2, [Z1, kz1, pz1, Z2, kz2, pz2, ... Zn, kzn, pzn], [XA, YA, ZA, XB, YB, ZB, α0, (α1, kα1, pα1, α2, kα2, pα2 ... αn, kαn, pαn)] for location (1) "Corner points of rectangle" [location, p, Xc, Yc, a, b, [Z1, kz1, pz1, Z2, kz2, pz2, ... Zn, kzn, pzn], [XA, YA, ZA, XB, YB, ZB, α0, (α1, kα1, pα1, α2, kα2, pα2 ... αn, kαn, pαn)] for location (2) "Center and sides of rectangle"

setLoadDistribution(load_type, load_distribution, load_values) ⇒ Object

Assignes values to load depend of load type and load distribution (private)

Kind: global function
Returns: Object - Returns modified load

Param	Type	Description
load_type	String	Load type
load_distribution	String	Load distribution, can be undefined
load_values	Array	Load parameters depend on load type and load distribution - (load type / load distribution: [valid values]) - "Force" / "Uniform/Trapezoidal": [p] - "Force" / "Linear/Trapezoidal": [Node1, Node2, Node3, p1, p2, p3]