BasicObjects

Bar

Kind: global class

new Bar(no, material_no, layer_no, comment, params)

Creates RSECTION Bar

Param	Type	Description
no	Number	Number of Bar, can be undefined
material_no	Number	Material number
layer_no	Number	Layer number
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

bar.GetNo() ⇒

Kind: instance method of Bar
Returns: Bar's number

bar.GetBar() ⇒

Kind: instance method of Bar
Returns: Bar object

bar.MultiUniform(no, material_no, layer_no, distance_between_i_and_j_type, diameter, offset, number_of_bars, comment, params)

Creates Multi uniform Bar

Kind: instance method of Bar

Param	Type	Description
no	Number	Number of Bar, can be undefined
material_no	Number	Material's number
layer_no	Number	Number of layer
distance_between_i_and_j_type	String	Distance between i and j reference type, can be undefined ("REFERENCE_TYPE_L" as default)
diameter	Number	Bar diameter, can be undefined (12 mm as default)
offset	Number	Offset, can be undefined (0 by default)
number_of_bars	Number	Number of Bars, can be undefined (2 as default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

bar.MultiVariable(no, material_no, layer_no, distance_between_i_and_j_type, diameter, offset, number_of_bars, axial_distance_si, axial_distance_sn, axial_distance_sj, comment, params)

Creates Multi variable Bar

Kind: instance method of Bar

Param	Type	Description
no	Number	Number of Bar, can be undefined
material_no	Number	Material's number
layer_no	Number	Number of layer
distance_between_i_and_j_type	String	Distance between i and j reference type, can be undefined ("REFERENCE_TYPE_L" as default)
diameter	Number	Bar diameter, can be undefined (12 mm as default)
offset	Number	Offset, can be undefined (0 by default)
number_of_bars	Number	Number of Bars, can be undefined (2 as default)
axial_distance_si	Number	Axial distance of bars, can be undefined (empty by default)
axial_distance_sn	Number	Axial distance of bars, can be undefined (100 mm by default)
axial_distance_sj	Number	Axial distance of bars, can be undefined (50 mm by default)
comment	Number	Comment, can be undefined
params	Number	Comment, can be undefined

bar.SingleBetweenTwoPoints(no, material_no, layer_no, distance_between_i_and_j_type, diameter, offset, distance_from_type, distance, relative, comment, params)

Creates Single between two points Bar

Kind: instance method of Bar

Param	Type	Description
no	Number	Number of Bar, can be undefined
material_no	Number	Material's number
layer_no	Number	Number of layer
distance_between_i_and_j_type	String	Distance between i and j reference type, can be undefined ("REFERENCE_TYPE_L" as default)
diameter	Number	Bar diameter, can be undefined (12 mm as default)
offset	Number	Offset, can be undefined (0 by default)
distance_from_type	Number	Type of distance from - "DISTANCE_FROM_START"or "DISTANCE_FROM_END"
distance	Number	Distance between point k and Xj-k
relative	Boolean	Distance Xi-k or Xj-k are specified as relative or absolute, can be undefined (true as default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

bar.SinglePoint(no, material_no, layer_no, diameter, offset_y, offset_z, comment, params)

Creates Single point Bar

Kind: instance method of Bar

Param	Type	Description
no	Number	Number of Bar, can be undefined
material_no	Number	Material's number
layer_no	Number	Number of layer
diameter	Number	Bar diameter, can be undefined (12 mm as default)
offset_y	Number	Offset Y, can be undefined (0 as default)
offset_z	Number	Offset Z, can be undefined (0 as default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

Line

Kind: global class

new Line(no, nodes, comment, params)

Creates line

Returns: Created line

Param	Type	Description
no	Number	Index of line, can be undefined
nodes	Array	List of Node indexes
comment	String	Comment, can be undefined
params	Object	Line's parameters, can be undefined

line.GetNo() ⇒

Function for getting id of line

Kind: instance method of Line
Returns: Returns line no

line.GetLine() ⇒

Function for getting line object

Kind: instance method of Line
Returns: returns line object

line.Polyline(no, nodes, comment, params)

Creates polyline

Kind: instance method of Line

Param	Type	Description
no	Number	Index of line, can be undefined
nodes	Array	List of Node indexes
comment	String	Comment, can be undefined
params	Object	Line's parameters, can be undefined

Example

// returns polyline
var line = new line();
line.Polyline(1, [1,2]);

line.Arc(no, nodes, control_point, arc_parameters, center_of_arc, alpha_adjustement_target, comment, params)

Creates arc line

Kind: instance method of Line

Param	Type	Description
no	Number	Index of line, can be undefined
nodes	Array	List of Node indexes
control_point	Array	Control point of arc
arc_parameters	Array	Arc's parameters, can be undefined (only one of three parameter can be set, when arc parameter is set, other parameters (control point) will be recalculated)
center_of_arc	Array	Center of arc, can be undefined (when center of is set, control point will be recalculated)
alpha_adjustement_target	Number	Subsequent adjustment of α by displacing node at: 1 - Beginning of arc 2 - Arc control point 3 - End of arc
comment	String	Comment, can be undefined
params	Object	Line's parameters, can be undefined

line.Circle(no, center_of_circle, circle_radius, normal_point, comment, params)

Creates circle line

Kind: instance method of Line

Param	Type	Description
no	Number	Index of line, can be undefined
center_of_circle	Array	Center point of circle
circle_radius	Number	Radius of circle, can be undefined
normal_point	Array	Point of normal ti circle plane, can be undefined
comment	String	Comment, can be undefined
params	Object	Line's parameters, can be undefined

line.EllipticalArc(no, control_point_1, control_point_2, perimeter_point, elliptical_arc_alpha, elliptical_arc_beta, comment, params)

Creates elliptical arc line

Kind: instance method of Line

Param	Type	Description
no	Number	Index of line, can be undefined
control_point_1	Array	First control point
control_point_2	Array	Second control point
perimeter_point	Array	Third control point - perimeter
elliptical_arc_alpha	Number	Arc angle α, can be undefined
elliptical_arc_beta	Number	Arc angle β, can be undefined
comment	String	Comment, can be undefined
params	Object	Line's parameters, can be undefined

line.Ellipse(no, nodes, control_point, comment, params)

Creates ellipse line

Kind: instance method of Line

Param	Type	Description
no	Number	Index of line, can be undefined
nodes	Array	Nodes of ellipse
control_point	Array	Control point
comment	String	Comment, can be undefined
params	Object	Line's parameters, can be undefined

line.Parabola(no, nodes, control_point, parabola_alpha, comment, params)

Creates parabola line

Kind: instance method of Line

Param	Type	Description
no	Number	Index of line, can be undefined
nodes	Array	Nodes of parabola
control_point	Array	Control point
parabola_alpha	Number	Parabola's parameter α
comment	String	Comment, can be undefined
params	Object	Line's parameters, can be undefined

line.Spline(no, nodes, comment, params)

Creates spline

Kind: instance method of Line

Param	Type	Description
no	Number	Index of line, can be undefined
nodes	Array	Nodes of spline
comment	String	Comment, can be undefined
params	Object	Line's parameters, can be undefined

line.NURBS(no, nodes, control_points_by_components, nurbs_order, comment, params)

Creates NURBS line

Kind: instance method of Line

Param	Type	Description
no	Number	Index of line, can be undefined
nodes	Array	Nodes of NURBS
control_points_by_components	Array	Control points
nurbs_order	Number	Nurbs order, can be undefined
comment	String	Comment, can be undefined
params	Object	Line's parameters, can be undefined

line.RectangularPolygon(no, center_point, length, width, plane, comment, params) ⇒

Create rectangular polygon

Kind: instance method of Line
Returns: Created rectangular polygon

Param	Type	Description
no	int	Number of the line, can be undefined
center_point	array	Center point by format
length	number	Length
width	number	Width
plane	string	Plane XY, XZ or YZ, can be undefined
comment	string	Comment for the line, can be undefined
params	Object	Parameters of the line, can be undefined

line.nPolygon(no, control_point, no_edges, radius, rotation_plane, rotation_angle, join, comment, params) ⇒

Creates nPolygon

Kind: instance method of Line
Returns: Created nPolygon

Param	Type	Description
no	int	Number of the line, can be undefined
control_point	array	Control point by format [x, y, z]
no_edges	number	Number of edges
radius	number	Radius
rotation_plane	string	Rotation plane (x-y, x-z), can be undefined (x-y by default)
rotation_angle	number	Rotation angle
join	string	Join in one "true" or in separate lines "false"
comment	string	Comment for the line, can be undefined
params	Object	Parameters of the line, can be undefined

line.Rotation(rotation_values, rotation_type)

Sets line rotation

Kind: instance method of Line

Param	Type	Description
rotation_values	Number	Rotation values depends on rotation type: 1 - [β] 2 - [help_node_index, rotation_plane ("x-y"
rotation_type	Number	Line rotation via: Angle (1), Help node (2), Inside (non-straight line) (3)

line.NodesOnLine(values)

Sets nodes on line

Kind: instance method of Line

Param	Type	Description
values	Array	Nodes on line values in format [[node_1, reference_1, from_start_1, from_end1_1] ... [node_n, reference_n, from_start_n, from_end_1]]

line.Supports(line_support)

Sets line supports

Kind: instance method of Line

Param	Type	Description
line_support	Number	Line supports object id

line.MeshRefinement(line_mesh_refinement)

Sets line mesh refinement

Kind: instance method of Line

Param	Type	Description
line_mesh_refinement	Array	Line mesh refinement object id

line.WeldedJoints(values)

Sets line welded joints

Kind: instance method of Line

Param	Type	Description
values	Array	Line welded joints values, [[weld1, surface1,1, surface2,1, surface3,1] ... [weldn, surface1n, surface2n, surface3n]]

LineSet

Kind: global class

new LineSet(no, lines, comment, params)

Returns: lineSet

Param	Type	Description
no	int	Number of Line Set
lines	array	List of the number of the lines
comment	string	Comment for the Line Set
params	dictionary	Parameters of the Line Set

lineSet.ContinuousLines(no, lines, comment, params)

Create Continuous Lines lineSet type

Kind: instance method of LineSet

Param	Type	Description
no	int	Number of Line Set
lines	array	List of the number of the lines
comment	string	Comment for the Line Set
params	dictionary	Parameters of the Line Set

lineSet.GroupOfLines(no, lines, comment, params)

Create Group of Lines

Kind: instance method of LineSet

Param	Type	Description
no	int	Number of Line Set
lines	array	List of the number of the lines
comment	string	Comment for the Line Set
params	dictionary	Parameters of the Line Set

Material

Kind: global class

new Material(no, name, basic_material, comment, params)

Create Material

Param	Type	Description
no	Number	Number of Material, can be undefined
name	String	Name of Material, can be undefined
basic_material	String	Basic material type, can be undefined (false as default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

material.BasicProperties(modulus_of_elasticity, shear_modulus, definition_type, poisson_ratio, specific_weight, mass_density, thermal_coefficient) ⇒

Sets base material properties

Kind: instance method of Material
Returns: Modified material

Param	Type	Description
modulus_of_elasticity	Number	Modulus of elasticity, can be undefined (value specified by default)
shear_modulus	Number	Shear modulus, can be undefined (value specified by default)
definition_type	Number	Definition type, can be undefined (value specified by default)
poisson_ratio	Number	Poisson's ration, can be undefined (value specified by default)
specific_weight	Number	Specific weight, can be undefined (value specified by default)
mass_density	Number	Mass density, can be undefined (value specified by default)
thermal_coefficient	Number	Coefficient of thermal expansion, can be undefined (value specified by default)

Member

Kind: global class

new Member(no, nodes_or_line, comment, params)

Creates member

Returns: Created member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.GetNo() ⇒

Kind: instance method of Member
Returns: Member's number

member.GetMember() ⇒

Kind: instance method of Member
Returns: Member object

member.Beam(no, nodes_or_line, section_start, comment, params) ⇒

Creates beam member

Kind: instance method of Member
Returns: Created member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
section_start	Number	Section start. Section end is same as section start by default. To set section end specify distribution type.
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.Rigid(no, nodes_or_line, comment, params) ⇒

Creates rigid member

Kind: instance method of Member
Returns: Created member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.Truss(no, nodes_or_line, section_start, comment, params) ⇒

Creates truss member

Kind: instance method of Member
Returns: Created member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
section_start	Number	Section start. Section end is same as section start by default. To set section end specify distribution type.
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.TrussOnlyN(no, nodes_or_line, section_start, comment, params) ⇒

Creates truss (only N) member

Kind: instance method of Member
Returns: Created member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
section_start	Number	Section start. Section end is same as section start by default. To set section end specify distribution type.
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.Tension(no, nodes_or_line, section_start, comment, params) ⇒

Creates tension member

Kind: instance method of Member
Returns: Created member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
section_start	Number	Section start. Section end is same as section start by default. To set section end specify distribution type.
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.Compression(no, nodes_or_line, section_start, comment, params) ⇒

Creates compression member

Kind: instance method of Member
Returns: Created member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
section_start	Number	Section start. Section end is same as section start by default. To set section end specify distribution type.
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.Buckling(no, nodes_or_line, section_start, comment, params) ⇒

Creates buckling member

Kind: instance method of Member
Returns: Created member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
section_start	Number	Section start. Section end is same as section start by default. To set section end specify distribution type.
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.Cable(no, nodes_or_line, section_start, comment, params) ⇒

Creates cable member

Kind: instance method of Member
Returns: Created member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
section_start	Number	Section start. Section end is same as section start by default. To set section end specify distribution type.
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.SurfaceModel(no, nodes_or_line, section_start, material_no, comment, params) ⇒

Creates surface model member

Kind: instance method of Member
Returns: Created member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
section_start	Number	Section start. Section end is same as section start by default. To set section end specify distribution type.
material_no	Number	Material number
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.ResultBeam(no, nodes_or_line, section_start, result_beam_integrate_stresses_and_forces, result_beam_parameters, included_objects, excluded_objects, comment, params) ⇒

Create result beam member

Kind: instance method of Member
Returns: Created member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
section_start	Number	Section start. Section end is same as section start by default. To set section end specify distribution type.
result_beam_integrate_stresses_and_forces	String	Stresses and forces type, can be undefined: INTEGRATE_WITHIN_CUBOID_QUADRATIC INTEGRATE_WITHIN_CUBOID_GENERAL INTEGRATE_WITHIN_CYLINDER INTEGRATE_FROM_LISTED_OBJECT
result_beam_parameters	Array	Result beam parameters, can be undefined 1 - [Yz] 2 - [Y+, Y-, Z+, Z-] 3 - [R] 4 - undefined
included_objects	Array	Included surfaces, members and solids, can be undefined ([true, [1, 2], true]: true = all objects, array of indexes = only specified objects)
excluded_objects	Array	Excluded surfaces, members and solids, can be undefined ([undefined, [1, 2], undefined]: array of indexes = only specified objects)
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.DefinableStiffness(no, nodes_or_line, definable_stiffness, comment, params) ⇒

Create definable stiffness member

Kind: instance method of Member
Returns: Created definable stiffness member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
definable_stiffness	Number	Definable stiffness
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.CouplingRigidRigid(no, nodes_or_line, comment, params) ⇒

Create coupling rigid-rigid member

Kind: instance method of Member
Returns: Created coupling rigid-rigid member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.CouplingRigidHinge(no, nodes_or_line, comment, params) ⇒

Create coupling rigid-hinge member

Kind: instance method of Member
Returns: Created coupling rigid-hinge member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.CouplingHingeRigid(no, nodes_or_line, comment, params) ⇒

Create coupling hinge-rigid member

Kind: instance method of Member
Returns: Created coupling hinge-rigid member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.CouplingHingeHinge(no, nodes_or_line, comment, params) ⇒

Create coupling hinge-hinge member

Kind: instance method of Member
Returns: Created coupling hinge-hinge member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

member.Rib(nodes_or_line, no, section_start, rib_alignment, surface_assignment_autodetect, align_axes, flange_dimensions, surfaces, comment, params) ⇒

Kind: instance method of Member
Returns: object Rib

Param	Type	Description
nodes_or_line	Array/Number	List of node indexes or number of line
no	Number	Index of member, can be undefined
section_start	Number	Section start. Section end is same as section start by default. To set section end specify distribution type.
rib_alignment	String	Alignment of rib - "ALIGNMENT_ON_Z_SIDE_NEGATIVE","ALIGNMENT_CENTRIC","ALIGNMENT_ON_Z_SIDE_POSITIVE","ALIGNMENT_USER_DEFINED_VIA_MEMBER_ECCENTRICITY"
surface_assignment_autodetect	Boolean
align_axes	Boolean
flange_dimensions	Array	two dimensional array each row could have form [end_ordinate,reference_length_definition_type,reference_length_width,width_minus_y_maximal,width_plus_y_maximal,reference_length,width_minus_y_integrative,width_plus_y_integrative]
surfaces	Array
comment	String
params	Object

member.NodesOnMember(values)

Sets nodes on member

Kind: instance method of Member

Param	Type	Description
values	Array	Nodes on member values in format [[node_1, reference_1, from_start_1, from_end1_1] ... [node_n, reference_n, from_start_n, from_end_1]]

member.Hinges(member_start_hinge, member_end_hinge)

Sets member start and/or member end hinges

Kind: instance method of Member

Param	Type	Description
member_start_hinge	Number	Member hinge object id at member start, can be undefined
member_end_hinge	Number	Member hinge object id at member end, can be undefined

member.Eccentricities(member_start_eccentricity, member_end_eccentricity)

Sets member start and/or member end eccentricities

Kind: instance method of Member

Param	Type	Description
member_start_eccentricity	Number	Member eccentricity object id at member start, can be undefined
member_end_eccentricity	Number	Member eccentricity object id at member end, can be undefined

member.Supports(member_support)

Sets member supports

Kind: instance method of Member

Param	Type	Description
member_support	Number	Member supports object id

member.Nonlinearity(member_nonlinearity)

Sets member nonlinearity

Kind: instance method of Member

Param	Type	Description
member_nonlinearity	Number	Member nonlinearity object id

member.ResultIntermediatePoints(member_result_intermediate_point)

Kind: instance method of Member

Param	Type	Description
member_result_intermediate_point	Number	member result intermediate point object id

member.EndModifications(member_start, member_end)

Sets member start and/or member end extensions

Kind: instance method of Member

Param	Type	Description
member_start	Array	Member start values, can be undefined ([Δi, αi,y, αi,z])
member_end	Array	Member end values, can be undefined ([Δj, αj,y, αj,z])

member.SectionDistributionUniform()

Sets uniform section distribution

Kind: instance method of Member

member.SectionDistributionLinear(section_start, section_end, section_alignment)

Sets linear distribution

Kind: instance method of Member

Param	Type	Description
section_start	Number	Number of section at start of member
section_end	Number	Number of section at end of member
section_alignment	String	section_alignment Section alignment (Top, Centric, Bottom), can be undefined (centric as default)

member.SectionDistributionTaperedAtBothSides(section_start, section_internal, section_end, reference_type, section_distance_from_start, section_distance_from_end, section_alignment)

Sets tapered at both sides distribution

Kind: instance method of Member

Param	Type	Description
section_start	Number	Number of section at start of member
section_internal	Number	Number of section at internal point of member (between start and end)
section_end	Number	Number of section at end of member
reference_type	String	Reference type (L, XY, XZ), can be undefined
section_distance_from_start	Array	Member distance ([distance, is_relative]), can be undefined
section_distance_from_end	Array	Member distance ([distance, is_relative]), can be undefined
section_alignment	String	Section alignment (Top, Centric, Bottom), can be undefined (top as default)

member.SectionDistributionTaperedAtStart(section_start, section_end, reference_type, section_distance_from_start, section_alignment)

Sets tapered at start distribution

Kind: instance method of Member

Param	Type	Description
section_start	Number	Number of section at start of member
section_end	Number	Number of section at end of member
reference_type	String	Reference type (L, XY, XZ), can be undefined
section_distance_from_start	Array	Member distance ([distance, is_relative]), can be undefined
section_alignment	String	Section alignment (Top, Centric, Bottom), can be undefined (top as default)

member.SectionDistributionTaperedAtEnd(section_start, section_end, reference_type, section_distance_from_end, section_alignment)

Sets tapered at end distribution

Kind: instance method of Member

Param	Type	Description
section_start	Number	Number of section at start of member
section_end	Number	Number of section at end of member
reference_type	String	Reference type (L, XY, XZ), can be undefined
section_distance_from_end	Array	Member distance ([distance, is_relative]), can be undefined
section_alignment	String	Section alignment (Top, Centric, Bottom), can be undefined (top as default)

member.SectionDistributionSaddle(section_start, section_internal, section_end, reference_type, section_distance_from_start, section_alignment)

Sets saddle distribution

Kind: instance method of Member

Param	Type	Description
section_start	Number	Number of section at start of member
section_internal	Number	Number of section at internal point of member (between start and end)
section_end	Number	Number of section at end of member
reference_type	String	Reference type (L, XY, XZ), can be undefined
section_distance_from_start	Array	Member distance ([distance, is_relative]), can be undefined
section_alignment	String	Section alignment (Top, Centric, Bottom), can be undefined (top as default)

member.SectionDistributionOffsetAtBothSides(section_start, section_internal, section_end, reference_type, section_offset_from_start, section_offset_from_end, section_alignment)

Sets offset at both sides distribution

Kind: instance method of Member

Param	Type	Description
section_start	Number	Number of section at start of member
section_internal	Number	Number of section at internal point of member (between start and end)
section_end	Number	Number of section at end of member
reference_type	String	Reference type (L, XY, XZ), can be undefined
section_offset_from_start	Array	Member offset ([distance, is_relative]), can be undefined
section_offset_from_end	Array	Member offset ([distance, is_relative]), can be undefined
section_alignment	String	Section alignment (Top, Centric, Bottom), can be undefined (top as default)

member.SectionDistributionOffsetAtStart(section_start, section_end, reference_type, section_offset_from_start, section_alignment)

Sets offset at start distribution

Kind: instance method of Member

Param	Type	Description
section_start	Number	Number of section at start of member
section_end	Number	Number of section at end of member
reference_type	String	Reference type (L, XY, XZ), can be undefined
section_offset_from_start	Array	Member offset ([distance, is_relative]), can be undefined
section_alignment	String	Section alignment (Top, Centric, Bottom), can be undefined (top as default)

member.SectionDistributionOffsetAtEnd(reference_type, section_offset_from_end, section_alignment)

Sets offset at end distribution

Kind: instance method of Member

Param	Type	Description
reference_type	String	Reference type (L, XY, XZ), can be undefined
section_offset_from_end	Array	Member offset ([distance, is_relative]), can be undefined
section_alignment	String	Section alignment (Top, Centric, Bottom), can be undefined (top as default)

member.GetNo() ⇒

Kind: instance method of Member
Returns: Number of Member

member.GetMember() ⇒

Kind: instance method of Member
Returns: Member object

member.SetSteelDesignProperties(enabled)

Enable / disable Design properties for member (Steel design add-on)

Kind: instance method of Member

Param	Type	Description
enabled	Boolean	Enable / disable Design properties, can be undefined (true as default)

member.SetSteelDesignPropertiesViaParentMemberSet(design_properties_via_parent_member_set)

Sets Via parent member set

Kind: instance method of Member

Param	Type	Description
design_properties_via_parent_member_set	Boolean	Via parent member set, can be undefined (true as default)

member.SetSteelDesignTypes(steel_effective_lengths_no, steel_boundary_conditions_no, steel_member_local_section_reduction_no)

Sets Steel design types (Steel design add-on)

Kind: instance method of Member

Param	Type	Description
steel_effective_lengths_no	Number	Effective length number, can be undefined
steel_boundary_conditions_no	Number	Boundary condition number, can be undefined
steel_member_local_section_reduction_no	Number	Member local section reduction number, can be undefined

member.SetSteeleDesignConfigurations(member_steel_design_uls_configuration_no, member_steel_design_sls_configuration_no, member_steel_design_fr_configuration_no)

Sets Steel design configurations (Steel design add-on)

Kind: instance method of Member

Param	Type	Description
member_steel_design_uls_configuration_no	Number	Ultimate configuration number, can be undefined
member_steel_design_sls_configuration_no	Number	Serviceability configuration number, can be undefined
member_steel_design_fr_configuration_no	Number	Fire resistance configuration number, can be undefined

member.SetDesignSupport(design_support_on_member_start, design_support_on_member_end)

Sets Design supports

Kind: instance method of Member

Param	Type	Description
design_support_on_member_start	Number	Design support at member start, can be undefined
design_support_on_member_end	Number	Design support at member end, can be undefined

member.SetDeflectionAnalysis(deflection_check_direction, deflection_check_displacement_reference, active_z, length_z, precamber_z, active_y, length_y, precamber_y)

Sets Deflection analysis

Kind: instance method of Member

Param	Type	Description
deflection_check_direction	String	Check direction (LOCAL_AXIS_Z, LOCAL_AXIS_Y, LOCAL_AXIS_Z_AND_Y, RESULTING_AXIS), can be undefined (LOCAL_AXIS_Z_AND_Y as default)
deflection_check_displacement_reference	String	Displacement reference (DEFORMED_SEGMENT_ENDS, DEFORMED_UNDEFORMED_SYSTEM), can be undefined (DEFORMED_SEGMENT_ENDS as default)
active_z	Boolean	Segment in z-axis - active, can be undefined (true as default)
length_z	Number	Segment in z-axis - length, can be undefined (member length as default)
precamber_z	Number	Segment in z-axis - precamber, can be undefined (0.0 as default)
active_y	Boolean	Segment in y-axis - active, can be undefined (true as default)
length_y	Number	Segment in y-axis - length, can be undefined (member length as default)
precamber_y	Number	Segment in y-axis - precamber, can be undefined (0.0 as default)

MemberSet

Kind: global class

new MemberSet(no, members, comment, params)

Create Member Set

Returns: memberSet

Param	Type	Description
no	int	Number of Member Set
members	array	List of the number of the members
comment	string	Comment for the Member Set
params	dictionary	Parameters of the Member Set

memberSet.GetNo() ⇒

Kind: instance method of MemberSet
Returns: Number of member set

memberSet.GetMemberSet() ⇒

Kind: instance method of MemberSet
Returns: Member set object

memberSet.SetSteelDesignProperties(enabled)

Enable / disable Design properties for member set (Steel design add-on)

Kind: instance method of MemberSet

Param	Type	Description
enabled	Boolean	Enable / disable Design properties, can be undefined (true as default)

memberSet.SetSteelDesignTypes(steel_effective_lengths_no, steel_boundary_conditions_no, steel_member_local_section_reduction_no)

Sets Steel design types

Kind: instance method of MemberSet

Param	Type	Description
steel_effective_lengths_no	Number	Effective length number, can be undefined
steel_boundary_conditions_no	Number	Boundary condition number, can be undefined
steel_member_local_section_reduction_no	Number	Member local section reduction number, can be undefined

memberSet.SetSteeleDesignConfigurations(member_steel_design_uls_configuration_no, member_steel_design_sls_configuration_no, member_steel_design_fr_configuration_no)

Sets Steel design configurations (Steel design add-on)

Kind: instance method of MemberSet

Param	Type	Description
member_steel_design_uls_configuration_no	Number	Ultimate configuration number, can be undefined
member_steel_design_sls_configuration_no	Number	Serviceability configuration number, can be undefined
member_steel_design_fr_configuration_no	Number	Fire resistance configuration number, can be undefined

memberSet.ContinuousMembers(no, members, comment, params)

Create Continuous Member memberSet type

Kind: instance method of MemberSet

Param	Type	Description
no	int	Number of Member Set
members	array	List of the number of the members
comment	string	Comment for the Member Set
params	dictionary	Parameters of the Member Set

memberSet.GroupOfMembers(no, members, comment, params)

Create Group of Member memberSet type

Kind: instance method of MemberSet

Param	Type	Description
no	int	Number of Member Set
members	array	List of the number of the members
comment	string	Comment for the Member Set
params	dictionary	Parameters of the Member Set

memberSet.SetDesignSupport(design_support_on_member_set_start, design_support_on_member_set_end)

Sets Design supports

Kind: instance method of MemberSet

Param	Type	Description
design_support_on_member_set_start	Number	Design support at member start, can be undefined
design_support_on_member_set_end	Number	Design support at member end, can be undefined

memberSet.SetDesignSupportAtInternalNodes()

Sets Design supports at internal nodes (Function takes arguments as design properties numbers)

Kind: instance method of MemberSet

memberSet.SetDeflectionAnalysis(deflection_check_direction, deflection_check_displacement_reference, segments_in_z_axis, active_y, length_y, precamber_y)

Sets Deflection analysis

Kind: instance method of MemberSet

Param	Type	Description
deflection_check_direction	String	Check direction (LOCAL_AXIS_Z, LOCAL_AXIS_Y, LOCAL_AXIS_Z_AND_Y, RESULTING_AXIS), can be undefined (LOCAL_AXIS_Z_AND_Y as default)
deflection_check_displacement_reference	String	Displacement reference (DEFORMED_SEGMENT_ENDS, DEFORMED_UNDEFORMED_SYSTEM), can be undefined (DEFORMED_SEGMENT_ENDS as default)
segments_in_z_axis	Array	Segments in z-axis ([[active_1, length_1, precamber_1], ... [active_n, length_n, precamber_n]]), can be undefined
active_y	Boolean	Segment in y-axis - active, can be undefined (true as default)
length_y	Number	Segment in y-axis - length, can be undefined (member length as default)
precamber_y	Number	Segment in y-axis - precamber, can be undefined (0.0 as default)

Node

Kind: global class

new Node(no, coordinate_X, coordinate_Y, coordinate_Z, comment, params)

Create Node

Returns: node

Param	Type	Description
no	int	Number of Node
coordinate_X	number	Coordinate X
coordinate_Y	number	Coordinate Y
coordinate_Z	number	Coordinate Z
comment	string	Comment for the Node
params	dictionary	Parameters of the Node

node.Standard(no, coordinates, coordinate_system_type, comment, params)

Create Standard node

Kind: instance method of Node

Param	Type	Description
no	int	Number of Node
coordinates	array	Coordinate of node in format [x, y, z]
coordinate_system_type	string	Type of Coordinate System
comment	string	Comment for the Node
params	dictionary	Parameters of the Node

node.BetweenTwoNodes(no, start_node_no, end_node_no, node_reference, parameters, offset_y, offset_z, comment, params)

Create Node between two nodes

Kind: instance method of Node

Param	Type	Description
no	int	Number of Node
start_node_no	int	Number of start node
end_node_no	int	Number of end node
node_reference	string	Node Reference
parameters	array	List of parameters of node
offset_y	number	Offset in Y direction
offset_z	number	Offset in Z direction
comment	string	Comment for the Node
params	dictionary	Parameters of the Node

node.BetweenTwoPoints(no, start_point, end_point, node_reference, parameters, offset_y, offset_z, comment, params)

Create Node between two points

Kind: instance method of Node

Param	Type	Description
no	int	Number of Node
start_point	array	Coordinate of start point in format [x, y, z]
end_point	array	Coordinate of end point in format [x, y, z]
node_reference	string	Node Reference
parameters	array	List of parameters of node
offset_y	number	Offset in Y direction
offset_z	number	Offset in Z direction
comment	string	Comment for the Node
params	dictionary	Parameters of the Node

node.OnLine(no, line_number, node_reference, parameters, comment, params)

Create Node On Line

Kind: instance method of Node

Param	Type	Description
no	int	Number of the Node
line_number	int	Number of the Line
node_reference	string	Node Reference
parameters	array	List of parameters of node
comment	string	Comment for the Node
params	dictionary	Parameters of the Node

node.OnMember(no, member_number, node_reference, parameters, comment, params)

Create Node on Member

Kind: instance method of Node

Param	Type	Description
no	int	Number of the Node
member_number	int	Number of member
node_reference	string	Node Reference
parameters	array	List of parameters of node
comment	string	Comment for the Node
params	dictionary	Parameters of the Node

Opening

Kind: global class

new Opening(no, boundary_lines, comment, params)

Create Opening

Returns: opening

Param	Type	Description
no	int	Number of Opening
boundary_lines	array	Boundary lines of the Opening
comment	string	Comment for the Opening
params	dictionary	Parameters of the Opening

Dimension

Kind: global class

new Dimension(no, comment, params)

Create RSection Dimensions

Returns: Dimension

Param	Type	Description
no	int	Number of Dimension
comment	string	Comment for the Dimension
params	dictionary	Parameters of the Dimension

ControlPoint

Kind: global class

new ControlPoint(no, comment, params)

Create RSection Control Point

Returns: control point

Param	Type	Description
no	int	Number of Control Point
comment	string	Comment for the Control Point
params	dictionary	Parameters of the Control Point

RSectionElement

Kind: global class

new RSectionElement(no, type, comment, params)

Create RSection Element

Returns: Element

Param	Type	Description
no	Number	Number of Element, can be undefined
type	String	Type of Element
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionElement.SingleLine(no, boundary_lines, thickness, shear_thickness, comment, params) ⇒

Creates single line Element

Kind: instance method of RSectionElement
Returns: Element

Param	Type	Description
no	Number	Number of Element, can be undefined
boundary_lines	Array	Boundary lines
thickness	Number	Thickness, can be undefined (10 mm by default)
shear_thickness	Number	Shear thickness, can be undefined (not specified by default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionElement.Arc(no, points_of_arc, control_point, thickness, shear_thickness, arc_parameters, arc_center, alpha_adjustment_target, comment, params) ⇒

Creates RSection arc Element

Kind: instance method of RSectionElement
Returns: Element

Param	Type	Description
no	Number	Number of Element, can be undefined
points_of_arc	Array	Points numbers of arc Element
control_point	Array	Coordinates of control point
thickness	Number	Thickness, can be undefined (10 mm by default)
shear_thickness	Number	Shear thickness, can be undefined (not specified by default)
arc_parameters	Array	Arc parameters, can be undefined
arc_center	Array	Coordinates of arc center, can be undefined
alpha_adjustment_target	String	Subsequent adjustment of alpha by displacing point at, can be undefined (Beginning of arc by default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionElement.Circle(no, circle_center, circle_radius, thickness, shear_thickness, comment, params) ⇒

Creates RSection circle Element

Kind: instance method of RSectionElement
Returns: Element

Param	Type	Description
no	Number	Number of Element, can be undefined
circle_center	Array	Coordinates of circle center
circle_radius	Number	Circle radius
thickness	Number	Thickness, can be undefined (10 mm by default)
shear_thickness	Number	Shear thickness, can be undefined (not specified by default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionElement.Ellipse(no, first_point, second_point, control_point, thickness, shear_thickness, comment, params) ⇒

Creates RSection ellipse Element

Kind: instance method of RSectionElement
Returns: Element

Param	Type	Description
no	Number	Number of Element, can be undefined
first_point	Number	Number of first point
second_point	Number	Number of second point
control_point	Array	Control point coordinates
thickness	Number	Thickness, can be undefined (10 mm by default)
shear_thickness	Number	Shear thickness, can be undefined (not specified by default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionElement.Parabola(no, points_of_parabola, control_point, thickness, shear_thickness, parabola_alpha, comment, params) ⇒

Creates RSection parabola Element

Kind: instance method of RSectionElement
Returns: Element

Param	Type	Description
no	Number	Number of Element, can be undefined
points_of_parabola	Array	Points numbers of parabola
control_point	Array	Control point
thickness	Number	Thickness, can be undefined (10 mm by default)
shear_thickness	Number	Shear thickness, can be undefined (not specified by default)
parabola_alpha	Number	Angle of the parabola, can be undefined (0 as default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionElement.NURBS(no, control_points, nurbs_order, nurbs_knots, thickness, shear_thickness, comment, params) ⇒

Creates RSection NURBS Element

Kind: instance method of RSectionElement
Returns: Element

Param	Type	Description
no	Number	Number of Element, can be undefined
control_points	Array	Control points ([[y1, z1 (, weight1)], [y2, z2, weight2], ...])
nurbs_order	Number	Nurbs order, can be undefine (2 as default)
nurbs_knots	Array	Nurbs knots, can be undefined
thickness	Number	Thickness, can be undefined (10 mm by default)
shear_thickness	Number	Shear thickness, can be undefined (not specified by default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionElement.Thickness(thickness, shear_thickness) ⇒

Sets thickness and/or shear thickness

Kind: instance method of RSectionElement
Returns: Modified Element

Param	Type	Description
thickness	Number	Thickness
shear_thickness	Number	Effective thickness for shear transfer, can be undefined

RSectionLine

Kind: global class

new RSectionLine(no, type, comment, params)

Creates RSection Line

Returns: Line

Param	Type	Description
no	Number	Number of Line, can be undefined
type	String	Type of line
comment	String	Comment for the Line, can be undefined
params	Object	Parameters of the Line, can be undefined

rSectionLine.GetNo() ⇒

Kind: instance method of RSectionLine
Returns: Line number

rSectionLine.GetLine() ⇒

Kind: instance method of RSectionLine
Returns: Line object

rSectionLine.Polyline(no, definition_points, comment, params) ⇒

Creates RSection polyline

Kind: instance method of RSectionLine
Returns: Line

Param	Type	Description
no	Number	Number of Line, can be undefined
definition_points	Array	Definition point numbers
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionLine.Arc(no, points_of_arc, control_point, arc_parameters, arc_center, alpha_adjustment_target, comment, params) ⇒

Creates RSection arc Line

Kind: instance method of RSectionLine
Returns: Line

Param	Type	Description
no	Number	Number of Line, can be undefined
points_of_arc	Array	Points numbers of arc lLne
control_point	Array	Coordinates of control point
arc_parameters	Array	Arc parameters [height, radius, alpha], can be undefined
arc_center	Array	Coordinates of arc center, can be undefined
alpha_adjustment_target	String	Subsequent adjustment of alpha by displaycing point at, can be undefined (beginning of arc by default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionLine.Circle(no, circle_center, circle_radius, comment, params) ⇒

Creates RSection circle Line

Kind: instance method of RSectionLine
Returns: Line

Param	Type	Description
no	Number	Number of Line, can be undefined
circle_center	Array	Coordinates of circle center [y, z]
circle_radius	Number	Circle radius
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionLine.Ellipse(no, first_point, second_point, control_point, comment, params) ⇒

Creates RSection ellipse Line

Kind: instance method of RSectionLine
Returns: Line

Param	Type	Description
no	Number	Number of Line, can be undefined
first_point	Number	Number of first point
second_point	Number	Number of second point
control_point	Array	Control point coordinates
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionLine.Parabola(no, points_of_parabola, control_point, parabola_alpha, comment, params) ⇒

Creates RSection parabola Line

Kind: instance method of RSectionLine
Returns: Line

Param	Type	Description
no	Number	Number of Line, can be undefined
points_of_parabola	Array	Points numbers of parabola
control_point	Array	Control point
parabola_alpha	Number	Angle of the parabola, can be undefined (0 as default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionLine.NURBS(no, definition_points, control_points, nurbs_order, nurbs_knots, comment, params) ⇒

Creates RSection NURBS

Kind: instance method of RSectionLine
Returns: Line

Param	Type	Description
no	Number	Number of Line, can be undefined
definition_points	Array	Definition points
control_points	Array	Control points [[y1, z1 (, weight1)], [y2, z2, weight2], ...]
nurbs_order	Number	Nurbs order, can be undefine (2 as default)
nurbs_knots	Array	Nurbs knots, can be undefined
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionLine.PointsOnLine(points_on_line)

Sets points on line

Kind: instance method of RSectionLine

Param	Type	Description
points_on_line	Array	[[distance1, from_start1, reference1, point_no1], [distance2, from_start2, reference2, point_no2], ...] from_start = true => node distance from start, otherwise distance from end reference - "L" by default point_no - empty by default

RSectionOpening

Kind: global class

new RSectionOpening(no, boundary_lines, comment, params)

Creates RSection Opening

Returns: Opening

Param	Type	Description
no	int	Number of Opening, can be undefined
boundary_lines	Array	Boundary lines
comment	string	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionOpening.Rectangle(no, top_left_corner, width, height, comment, params) ⇒

Creates rectangle Opening

Kind: instance method of RSectionOpening
Returns: Rectangle Opening

Param	Type	Description
no	Number	Number of Opening, can be undefined
top_left_corner	Array	Top let corner specified with y, z coordinates
width	Number	Width
height	Number	Height
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionOpening.Triangle(no, first_vertex, second_vertex, third_vertex, comment, params) ⇒

Creates triangle Opening

Kind: instance method of RSectionOpening
Returns: Triangle Opening

Param	Type	Description
no	Number	Number of Opening, can be undefined
first_vertex	Array	First point specified with y, z coordinates
second_vertex	Array	Second point specified with y, z coordinates
third_vertex	Array	Third point specified with y, z coordinates
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionOpening.Circle(no, center_vertex, radius, comment, params) ⇒

Creates circle Opening

Kind: instance method of RSectionOpening
Returns: Circle Part

Param	Type	Description
no	Number	Number of Opening, can be undefined
center_vertex	Array	Circle center point
radius	Number	Circle radius
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionOpening.Polygon(no, vertex_points, comment, params) ⇒

Creates polygon Opening

Kind: instance method of RSectionOpening
Returns: Polygon Opening

Param	Type	Description
no	Number	Number of Opening, can be undefined
vertex_points	Array	Vertex points specified with y, z coordinates
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

RSectionPart

Kind: global class

new RSectionPart(no, comment, params)

Creates RSection Part

Returns: Part

Param	Type	Description
no	int	Number of Part, can be undefined
comment	string	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionPart.Rectangle(no, top_left_corner, width, height, material, comment, params) ⇒

Creates rectangle Part

Kind: instance method of RSectionPart
Returns: Rectangle Part

Param	Type	Description
no	Number	Number of Part, can be undefined
top_left_corner	Array	Top let corner specified with y, z coordinates
width	Number	Width
height	Number	Height
material	Object	Material
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionPart.Triangle(no, first_vertex, second_vertex, third_vertex, material, comment, params) ⇒

Creates triangle Part

Kind: instance method of RSectionPart
Returns: Triangle Part

Param	Type	Description
no	Number	Number of Part, can be undefined
first_vertex	Array	First point specified with y, z coordinates
second_vertex	Array	Second point specified with y, z coordinates
third_vertex	Array	Third point specified with y, z coordinates
material	Object	Material
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionPart.Circle(no, center_vertex, radius, material, comment, params) ⇒

Creates circle Part

Kind: instance method of RSectionPart
Returns: Circle Part

Param	Type	Description
no	Number	Number of Part, can be undefined
center_vertex	Array	Circle center point
radius	Number	Circle radius
material	Object	Material
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionPart.Polygon(no, vertex_points, material, comment, params) ⇒

Creates polygon Part

Kind: instance method of RSectionPart
Returns: Polygon Part

Param	Type	Description
no	Number	Number of Part, can be undefined
vertex_points	Array	Vertex points specified with y, z coordinates
material	Object	Material
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionPart.WithBoundaryLines(no, boundary_lines, material, comment, params) ⇒

Creates Part with boundary line

Kind: instance method of RSectionPart
Returns: Part

Param	Type	Description
no	Number	Number of Part, can be undefined
boundary_lines	Array	Boundary lines
material	Object	Material
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionPart.IntegratedObjects(enable, automatic_object_detection, integrated_openings) ⇒

Integrates objects to Part

Kind: instance method of RSectionPart
Returns: Modified Part

Param	Type	Description
enable	Boolean	Objects are integrated, can be undefined (true as default)
automatic_object_detection	Boolean	Objects are integrated automatically, can be undefined (true as default)
integrated_openings	Array	Integrated openings

rSectionPart.No() ⇒

Returns number of Part

Kind: instance method of RSectionPart
Returns: Number of Part

RSectionPoint

Kind: global class

new RSectionPoint(no, coordinate_y, coordinate_z, comment, params)

Creates RSection Point

Returns: Point

Param	Type	Description
no	Number	Number of Point, can be undefined
coordinate_y	Number	Coordinate Y
coordinate_z	Number	Coordinate Z
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionPoint.GetNo() ⇒

Kind: instance method of RSectionPoint
Returns: Point number

rSectionPoint.GetPoint() ⇒

Kind: instance method of RSectionPoint
Returns: Point object

rSectionPoint.y()

Returns y coordinate

Kind: instance method of RSectionPoint

rSectionPoint.z()

Returns z coordinate

Kind: instance method of RSectionPoint

rSectionPoint.Standard(no, coordinate_y, coordinate_z, reference_point, comment, params) ⇒

Creates standard RSection Point

Kind: instance method of RSectionPoint
Returns: Point

Param	Type	Description
no	Number	Number of Point, can be undefined
coordinate_y	Number	Coordinate Y
coordinate_z	Number	Coordinate Z
reference_point	Number	Reference point number, can be undefined
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionPoint.BetweenTwoLocations(no, start_location, end_location, distance_from_start, distance_from_end, distance_from_start_relative, reference_type, offset_in_local_direction, comment, params) ⇒

Creates Between two locations RSection Point

Kind: instance method of RSectionPoint
Returns: Point

Param	Type	Description
no	Number	Number of Point, can be undefined
start_location	Array	Coordinates for start location [y, z]
end_location	Array	Coordinates for end location [y, z]
distance_from_start	Number	Distance from start
distance_from_end	Number	Distance from end
distance_from_start_relative	Boolean	Distance from start point, can be undefined (True as default)
reference_type	String	Reference type, distance of start and end location along the length, in Y or Z coordination, can be undefined ("L" by default)
offset_in_local_direction	Number	Offset in local direction, can be undefined (0 as default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionPoint.BetweenTwoPoints(no, start_point, end_point, distance_from_start, distance_from_end, distance_from_start_relative, reference_type, offset_in_local_direction, comment, params) ⇒

Creates Between two points RSection Point

Kind: instance method of RSectionPoint
Returns: Point

Param	Type	Description
no	Number	Number of Point, can be undefined
start_point	Object	Number of start point
end_point	Object	Number of end point
distance_from_start	Number	Distance from start
distance_from_end	Number	Distance from end
distance_from_start_relative	Boolean	Distance from start point, can be undefined (True asy default)
reference_type	String	Reference type, distance of start and end location along the length, in Y or Z coordination, can be undefined ("L" by default)
offset_in_local_direction	Number	Offset in local direction, can be undefined (0 as default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionPoint.OnLine(no, line, distance_from_start, distance_from_end, distance_from_start_relative, reference_type, comment, params) ⇒

Creates On lines RSection Point

Kind: instance method of RSectionPoint
Returns: Point

Param	Type	Description
no	Number	Number of Point, can be undefined
line	Number	Line number
distance_from_start	Number	Distance from start
distance_from_end	Number	Distance from end
distance_from_start_relative	Boolean	Distance from start point, can be undefined (True as default)
reference_type	String	Reference type, can be undefined ("L" by default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

Stiffener

Kind: global class

new Stiffener(no, comment, params)

Create RSection Stiffener

Returns: Stiffener

Param	Type	Description
no	int	Number of Stiffener
comment	string	Comment for the Stiffener
params	dictionary	Parameters of the Stiffener

RSectionStressPoint

Kind: global class

new RSectionStressPoint(no, comment, params)

Create RSection Stress Points

Returns: Stress point

Param	Type	Description
no	Number	Number of Stress point, can be undefined
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionStressPoint.Standard(no, part_no, reference_stress_point_no, non_global_coordinates, global_coordinations, element_no, comment, params) ⇒

Creates Standard Stress point

Kind: instance method of RSectionStressPoint
Returns: Standard Stress point

Param	Type	Description
no	Number	Number of Stress point, can be undefined
part_no	Number	Part number
reference_stress_point_no	Number	Reference Stress point number, can be undefined
non_global_coordinates	Array	Coordinates, can be undefined
global_coordinations	Array	Global coordinates, can be undefined
element_no	Number	Element number, can be undefined
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionStressPoint.OnLine(no, line_no, distance_points, reference_type, part_no, element_no, comment, params) ⇒

Creates Stress point on line

Kind: instance method of RSectionStressPoint
Returns: Stress point on line

Param	Type	Description
no	Number	Number of Stress point, can be undefined
line_no	Number	Line number
distance_points	Array	Distance between point and start and end points, [from_start, from_end, relative], from_start or from_end can be undefined (but at least one distance must be specified), relative can be undefined (true as default)
reference_type	String	Reference type, distance of start and end location along the length, in Y or Z coordination, can be undefined ("L" by default)
part_no	Number	Part number, van be undefined
element_no	Number	Element number, can be undefined
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

rSectionStressPoint.OnElement(no, element_no, distance_points, reference_type, element_side, comment, params) ⇒

Creates stress point on element

Kind: instance method of RSectionStressPoint
Returns: Modified Stress point

Param	Type	Description
no	Number	Number of Stress point, can be undefined
element_no	Number	Element number
distance_points	Array	Distance between point and start and end points, [from_start, from_end, relative], from_start or from_end can be undefined (but at least one distance must be specified), relative can be undefined (true as default)
reference_type	String	Reference type, distance of start and end location along the length, in Y or Z coordination, can be undefined ("L" by default)
element_side	String	Element side, can be undefined ("MIDDLE" as default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

Subpanel

Kind: global class

new Subpanel(no, comment, params)

Create RSection Subpanel

Returns: Subpanel

Param	Type	Description
no	int	Number of Subpanel
comment	string	Comment for the Subpanel
params	dictionary	Parameters of the Subpanel

Section

Kind: global class

new Section(no, section_name, material_no, comment, params)

Create Section

Returns: Section

Param	Type	Description
no	Number	Number of the Section, can be undefined
section_name	String	Name of the Section, can be undefined (IPE 300 by default)
material_no	Number	Number of the material
comment	String	Comment
params	Object	Parameters

section.GetNo() ⇒

Kind: instance method of Section
Returns: Number of Section

section.SectionType(section_type) ⇒

Sets section type

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
section_type	String	Section type

section.ManufacturingType(manufacturing_type) ⇒

Sets manufacturing type

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
manufacturing_type	String	Manufacturing type

section.SectionProperties(area_shear_y, area_shear_z, warping, width_temperature_load, depth_temperature_load) ⇒

Sets Section properties

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
area_shear_y	Number	Shear sectional areas, can be undefined
area_shear_z	Number	Shear sectional areas, can be undefined
warping	Number	Warping, van be undefined
width_temperature_load	Number	Width (for non-uniform temperature loads), can be undefined
depth_temperature_load	Number	Depth (for non-uniform temperature loads), can be undefined

section.DeactivateShearStiffness(deactivated) ⇒

Deactivates shear stiffness

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
deactivated	Boolean	Shear stiffness deactivation/activation, can be undefined (true as default)

section.Rotation(rotation_angle) ⇒

Sets Section rotation

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
rotation_angle	Number	Rotation angle

section.ThinWalledModel(thin_walled_model) ⇒

Sets thin-walled model

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
thin_walled_model	Boolean	Thin-walled model enabling/disabling, can be undefined (true as default)

section.UsNotation(us_spelling_of_properties) ⇒

Sets US notation for section properties

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
us_spelling_of_properties	Boolean	US notation enabling/disabling, can be undefined (true as default)

section.StressSmoothing(stress_smoothing_to_avoid_singularities) ⇒

Sets stress smoothing to avoid singularities

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
stress_smoothing_to_avoid_singularities	Boolean	Stress smoothing enabling/disabling, can be undefined (true as default)

section.DeactivateWarpingStiffness(deactivated) ⇒

Deactivates warping stiffness

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
deactivated	Boolean	Warping stiffness deactivation/activation, can be undefined (true as default). Torsional Warping add-on must be active.

section.CostEstimation(cost_estimation) ⇒

Sets cost estimation

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
cost_estimation	Boolean	Cost estimation apply from material enabling/disabling, can be undefined (true as default). Optimization & Costs / CO2 Emission Estimation add-on must be active.

section.CostEstimationValues(member_weight, member_volume, member_surface, member_length) ⇒

Sets Cost estimation values

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
member_weight	Number	Member weight, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active.
member_volume	Number	Member volume, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active.
member_surface	Number	Member surface, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active.
member_length	Number	Member length, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active.

section.EmissionEstimation(emission_estimation) ⇒

Sets estimation of CO2 emissions

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
emission_estimation	Boolean	Estimation of CO2 emissions enabling/disabling, can be undefined (true as default). Optimization & Costs / CO2 Emission Estimation add-on must be active.

section.EmissionEstimationValues(member_weight, member_volume, member_surface, member_length) ⇒

Sets Emission estimation values

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
member_weight	Number	Member weight, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active.
member_volume	Number	Member volume, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active.
member_surface	Number	Member surface, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active.
member_length	Number	Member length, can be undefined. Optimization & Costs / CO2 Emission Estimation add-on must be active.

section.Optimization(optimization) ⇒

Sets optimization

Kind: instance method of Section
Returns: Modified Section

Param	Type	Description
optimization	Boolean	Optimization enabling/disabling, can be undefined (true as default). Optimization & Costs / CO2 Emission Estimation add-on must be active.

Solid

Kind: global class

new Solid(no, boundary_surfaces, material, comment, params)

Create Solid

Returns: Solid

Param	Type	Description
no	int	Number of Solid
boundary_surfaces	array	List of boundary surfaces
material	int	Number of material
comment	string	Comment for the Solid
params	dictionary	Parameters of the Solid

solid.Standard(no, boundary_surfaces, material, comment, params)

Create Standard Solid

Kind: instance method of Solid

Param	Type	Description
no	int	Number of Solid
boundary_surfaces	array	List of boundary surfaces
material	int	Number of material
comment	string	Comment for the Solid
params	dictionary	Parameters of the Solid

solid.Gas(no, boundary_surfaces, material, gasssolid_no, comment, params)

Create Gas

Kind: instance method of Solid

Param	Type	Description
no	int	Number of Solid
boundary_surfaces	array	List of boundary surfaces
material	int	Number of material
gasssolid_no	int	Gass solid index
comment	string	Comment for the Solid
params	dictionary	Parameters of the Solid

solid.Contact(no, boundary_surfaces, material, contact_solid_no, first_contact_surface, comment, params)

Create Contact solid

Kind: instance method of Solid

Param	Type	Description
no	int	Number of Solid
boundary_surfaces	array	List of boundary surfaces
material	int	Number of material
contact_solid_no	int	Contact solid index
first_contact_surface	int	Number of first contact surface
comment	string	Comment for the Solid
params	dictionary	Parameters of the Solid

SolidSet

Kind: global class

new SolidSet(no, solids_no, solid_set_type, comment, params)

Create Solid Set

Returns: Solid Set

Param	Type	Description
no	int	Number of Solid Set
solids_no	array	List of solids
solid_set_type	string	Type of the Solid Set
comment	string	Comment for the Solid Set
params	dictionary	Parameters of the Solid Set

solidSet.ContinuousSolids(no, solids_no, comment, params)

Create Continuous Solids solidSet type

Kind: instance method of SolidSet

Param	Type	Description
no	int	Number of Solid Set
solids_no	array	List of solids
comment	string	Comment for the Solid Set
params	dictionary	Parameters of the Solid Set

solidSet.GroupOfSolids(no, solids_no, comment, params)

Create Group of Solids

Kind: instance method of SolidSet

Param	Type	Description
no	int	Number of Solid Set
solids_no	array	List of solids
comment	string	Comment for the Solid Set
params	dictionary	Parameters of the Solid Set

Stirrup

Kind: global class

new Stirrup(no, cover_points_no, material_no, diameter, diameter_of_curvature, mandrel_diameter_factor, comment, params)

Creates RSECTION Stirrup

Param	Type	Description
no	Number	Number of Stirrup, can be undefined
cover_points_no	Array	Cover points numbers
material_no	Number	Material's number
diameter	Number	Diameter, can be undefined (8 mm by default)
diameter_of_curvature	Number	Diameter of curvature, can be undefined (32 mm by default)
mandrel_diameter_factor	Number	Mandrel diameter factor, can be undefined (4.00 by default)
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

stirrup.GetNo() ⇒

Kind: instance method of Stirrup
Returns: Number of Stirrup

stirrup.GetStirrup() ⇒

Kind: instance method of Stirrup
Returns: Stirrup object

Surface

Kind: global class

new Surface(no, boundary_lines, thickness, comment, params)

Creates surface

Returns: Created surface

Param	Type	Description
no	Number	Index of surface, can be undefined
boundary_lines	Array	List of boundary lines indexes
thickness	Number	Thickness index, can be undefined
comment	String	Comment, can be undefined
params	Object	Surface's parameters, can be undefined

surface.GetSurface() ⇒

Kind: instance method of Surface
Returns: Surface object

surface.GetNo() ⇒

Kind: instance method of Surface
Returns: Surface number

surface.Standard(no, boundary_lines, thickness, comment, params) ⇒

Creates standard surface

Kind: instance method of Surface
Returns: Created surface

Param	Type	Description
no	Number	Index of surface, can be undefined
boundary_lines	Array	List of boundary lines indexes
thickness	Number	Thickness index
comment	String	Comment, can be undefined
params	Object	Surface's parameters, can be undefined

surface.WithoutThickness(no, boundary_lines, comment, params) ⇒

Creates without thickness surface

Kind: instance method of Surface
Returns: Created surface

Param	Type	Description
no	Number	Index of surface, can be undefined
boundary_lines	Array	List of boundary lines indexes
comment	String	Comment, can be undefined
params	Object	Surface's parameters, can be undefined

surface.Rigid(no, boundary_lines, comment, params) ⇒

Creates rigid surface

Kind: instance method of Surface
Returns: Created surface

Param	Type	Description
no	Number	Index of surface, can be undefined
boundary_lines	Array	List of boundary lines indexes
comment	String	Comment, can be undefined
params	Object	Surface's parameters, can be undefined

surface.Membrane(no, boundary_lines, thickness, comment, params) ⇒

Creates membrane surface

Kind: instance method of Surface
Returns: Created surface

Param	Type	Description
no	Number	Index of surface, can be undefined
boundary_lines	Array	List of boundary lines indexes
thickness	Number	Thickness index
comment	String	Comment, can be undefined
params	Object	Surface's parameters, can be undefined

surface.WithoutMembraneTension(no, boundary_lines, thickness, comment, params) ⇒

Creates without membrane tension surface

Kind: instance method of Surface
Returns: Created surface

Param	Type	Description
no	Number	Index of surface, can be undefined
boundary_lines	Array	List of boundary lines indexes
thickness	Number	Thickness index
comment	String	Comment, can be undefined
params	Object	Surface's parameters, can be undefined

surface.LoadTransfer(no, boundary_lines, load_transfer_direction, load_distribution, comment, params) ⇒

Creates load transfer surface

Kind: instance method of Surface
Returns: Created surface

Param	Type	Description
no	Number	Index of surface, can be undefined
boundary_lines	Array	List of boundary lines indexes
load_transfer_direction	String	Load transfer direction, can be undefined (DIRECTION_IN_X as default)
load_distribution	String	Load distribution, can be undefined (UNIFORM as default)
comment	String	Comment, can be undefined
params	Object	Surface's parameters, can be undefined

surface.RemoveInfluenceFrom(excluded_members_no, excluded_parallel_to_members, excluded_lines, excluded_parallel_to_lines, excluded_nodes)

Removes influence from members, lines and nodes

Kind: instance method of Surface

Param	Type	Description
excluded_members_no	Array	Remove influence from members, can be undefined
excluded_parallel_to_members	Array	Remove influence from parallel to members, can be undefined
excluded_lines	Array	Remove influence from lines, can be undefined
excluded_parallel_to_lines	Array	Remove influence from parallel to lines, can be undefined
excluded_nodes	Array	Remove influence from nodes, can be undefined

surface.SurfaceWeight(surface_weight)

Sets Load transfer surface's weight

Kind: instance method of Surface

Param	Type	Description
surface_weight	Number	Surface weight

surface.ConsiderMemberEccentricity(consider_member_eccentricity)

Sets Load transfer surface's consider member eccentricity

Kind: instance method of Surface

Param	Type	Description
consider_member_eccentricity	Boolean	Consider member eccentricity enabled/disabled, can be undefined (true as default)

surface.ConsiderSectionDistribution(consider_section_distribution)

Sets Load transfer surface's consider section distribution

Kind: instance method of Surface

Param	Type	Description
consider_section_distribution	Boolean	Consider section distribution enabled/disabled, can be undefined (true as default)

surface.AdvancedDistribution(stripe_width, sampling_factor, enabled)

Sets load transfer surface's advance distribution

Kind: instance method of Surface

Param	Type	Description
stripe_width	Number	Strip width, can be undefined (0.01 as default)
sampling_factor	Number	Sampling factor, can be set only with varying load distribution, can be undefined (0.02 as default)
enabled	Boolean	Advance distribution enabled/disabled, can be undefined (true as default)

surface.NeglectEquilibriumOfMoments(neglect_equilibrium_of_moments)

Sets load transfer surface's neglect equilibrium of moments

Kind: instance method of Surface

Param	Type	Description
neglect_equilibrium_of_moments	Boolean	Neglect equilibrium of moments enabled/disabled, can be undefined (true as default)

surface.SurfaceType(stiffness_type, material, thickness)

Sets surface type with material and thickness

Kind: instance method of Surface

Param	Type	Description
stiffness_type	String	Stiffness type
material	Object	Material, can be undefined
thickness	Object	Thickness, can be undefined

surface.Plane()

Sets plane geometry type of surface

Kind: instance method of Surface

surface.Quadrangle(no, boundary_lines, stiffness_type, thickness, boundary_line, corner_node_1, corner_node_2, corner_node_3, corner_node_4, comment, params)

Sets quadrangle geometry type of surface

Kind: instance method of Surface

Param	Type	Description
no	Number	Index of surface, can be undefined
boundary_lines	Array	List of boundary lines indexes
stiffness_type	String	Stiffness type
thickness	Number	Thickness index, can be undefined
boundary_line	Number	Index of boundary line
corner_node_1	Number	Quadrangle corner 1, can be undefined
corner_node_2	Number	Quadrangle corner 2, can be undefined
corner_node_3	Number	Quadrangle corner 3, can be undefined
corner_node_4	Number	Quadrangle corner 4, can be undefined
comment	String	Comment, can be undefined
params	Object	Surface's parameters, can be undefined

surface.NURBS()

Sets NURBS geometry type of surface

Kind: instance method of Surface

surface.Rotated(no, boundary_lines, thickness, boundary_line, angle_of_rotation, rotation_axis_p, rotation_axis_r, comment, params)

Sets rotated geometry type of surface

Kind: instance method of Surface

Param	Type	Description
no	Number	Index of surface, can be undefined
boundary_lines	Array	List of boundary lines indexes
thickness	Number	Thickness index, can be undefined
boundary_line	Number	Index of boundary line
angle_of_rotation	Number	Angle of rotation, can be undefined
rotation_axis_p	Array	Rotation axis, point P ([X, Y, Z]). Can be undefined.
rotation_axis_r	Array	Rotation axis, point R ([X, Y, Z]). Can be undefined.
comment	String	Comment, can be undefined
params	Object	Surface's parameters, can be undefined

surface.Pipe(center_line, radius)

Sets pipe geometry type of surface

Kind: instance method of Surface

Param	Type	Description
center_line	Number	Index of center lineHeight
radius	Number	Radius

surface.Hinges(hinges_values)

Sets surface hinges

Kind: instance method of Surface

Param	Type	Description
hinges_values	Array	Line hinges values ([[line_no1, line_hinge_no1] ... [line_non, line_hinge_non]])

surface.Support(support)

Sets surface support

Kind: instance method of Surface

Param	Type	Description
support	Number	Index of surface support

surface.Eccentricity(eccentricity)

Sets surface eccentricity

Kind: instance method of Surface

Param	Type	Description
eccentricity	Number	Index of surface eccentricity

surface.MeshRefinement(mesh_refinement, meshing_type)

Sets surface mesh refinement

Kind: instance method of Surface

Param	Type	Description
mesh_refinement	Number	Index of surface mesh refinement
meshing_type	Number	Meshing type, can be undefined (According to global settings by default) 1 - According to global settings 2 - Mapped 3 - Free

surface.SpecificAxes(input_axes, result_axes)

Kind: instance method of Surface

Param	Type	Description
input_axes	Array	Input axes values [category, [values], reverse_local_z_axis], can be undefined 1 - Angular rotation category, values: [α, [X, Y, Z], [X2, Y2, Z2]], first and second point can be undefined 2 - Axis parallel to lines category, values: [[line1_no, line2_no ... linen_no], axis (Axis x
result_axes	Array	Result axes values [category], can be undefined (Identical to input axes by default) 1 - Identical to input axes category, by default

surface.GridForResults(grid_type, number_of_grid_points, grid_adapt_automatically, grid_distances, grid_rotation, grid_origin)

Sets surface's grid for results values

Kind: instance method of Surface

Param	Type	Description
grid_type	Number	Grid type (1 - Cartesian, 2 - Polar)
number_of_grid_points	Array	Number of grid points in (-) and (+), can be undefined Grid type cartesian: [nx+, nx-, ny+, ny-] Grid type polar: [nr+]
grid_adapt_automatically	Boolean	Adapt automatically, can be undefined (true by default)
grid_distances	Array	Grid distances ([b, h]), can be undefined
grid_rotation	Array	Grid rotation ([α, β]), can be undefined
grid_origin	Array	Grid origin ([X, Y, Z]), can be undefined

surface.IntegratedObjects(auto_detection_of_integrated_objects, integrated_nodes, integrated_lines, integrated_openings)

Sets integrated objects to surface

Kind: instance method of Surface

Param	Type	Description
auto_detection_of_integrated_objects	Boolean	Integrated objects are detected automatically, can be undefined (true by default)
integrated_nodes	Array	List of integrated nodes indexes, can be undefined
integrated_lines	Array	List of integrated lines indexes, can be undefined
integrated_openings	Array	List of integrated openings indexes, can be undefined;

surface.ConcreteDesignProperties(enabled)

Enable / disable Design properties for surface (Concrete design add-on)

Kind: instance method of Surface

Param	Type	Description
enabled	Boolean	Enable / disable Design properties, can be undefined (true as default)

surface.SetConcreteDesignPropertiesViaParentSurfaceSet(design_properties_via_parent_surface_set)

Sets Via parent surface set

Kind: instance method of Surface

Param	Type	Description
design_properties_via_parent_surface_set	Boolean	Via parent surface set, can be undefined (true as default)

surface.SetUserDefinedConcreteCover(concrete_cover_top, concrete_cover_bottom, is_user_defined_concrete_cover_enabled)

Sets User-defined concrete cover

Kind: instance method of Surface

Param	Type	Description
concrete_cover_top	Number	Concrete cover top, can be undefined (is not set, 30 mm as default). For EN must be is_user_defined_concrete_cover_enabled set true
concrete_cover_bottom	Number	Concrete cover bottom, can be undefined (is not set, 30 mm as default). For EN must be is_user_defined_concrete_cover_enabled set true
is_user_defined_concrete_cover_enabled	Boolean	Enable/disable user-defined values, can be undefined (true as default). Has meaning only for EN standard.

surface.SetConcreteCoverAccToEn1992()

Sets Concrete Cover Acc. to EN 1992 | CEN | 2014-11

Kind: instance method of Surface

surface.SetAssignments(surface_concrete_design_uls_configuration, surface_concrete_design_sls_configuration)

Sets Assignments

Kind: instance method of Surface

Param	Type	Description
surface_concrete_design_uls_configuration	Number	Ultimate configuration, can be undefined (empty by default)
surface_concrete_design_sls_configuration	Number	Serviceability configuration, can be undefined (empty by default)

surface.SetConcreteDesignReinforcementDirections(reinforcement_direction_top, reinforcement_direction_bottom)

Sets Reinforcement directions

Kind: instance method of Surface

Param	Type	Description
reinforcement_direction_top	Number	Reinforcement direction number for top surface side
reinforcement_direction_bottom	Number	Reinforcement direction number for bottom surface side

surface.SetConcreteDesignConcreteDurability(concrete_durability_top, concrete_durability_bottom)

Sets Concrete durabilities

Kind: instance method of Surface

Param	Type	Description
concrete_durability_top	Number	Concrete durability number for top surface side
concrete_durability_bottom	Number	Concrete durability number for bottom surface side

surface.SetConcreteDesignSurfaceReinforcement(surface_reinforcement_nos)

Sets Surface reinforcements

Kind: instance method of Surface

Param	Type	Description
surface_reinforcement_nos	Array	Array of surface reinforcements numbers

surface.SetDeflectionAnalysis(deflection_check_surface_type, deflection_check_displacement_reference, deflection_check_reference_length_z_definition_type, deflection_check_reference_length_z)

Sets Deflection analysis

Kind: instance method of Surface

Param	Type	Description
deflection_check_surface_type	String	Surface type (DOUBLE_SUPPORTED, CANTILEVER), can be undefined (is not set, DOUBLE_SUPPORTED as default)
deflection_check_displacement_reference	String	Displacement reference (DEFORMED_USER_DEFINED_REFERENCE_PLANE, PARALLEL_SURFACE, UNDEFORMED_SYSTEM), can be undefined (is not set, UNDEFORMED_SYSTEM as default)
deflection_check_reference_length_z_definition_type	String	Definition type (MANUALLY, BY_MAXIMUM_BOUNDARY_LINE, BY_MINIMUM_BOUNDARY_LINE), can be undefined (is not set, BY_MAXIMUM_BOUNDARY_LINE as default)
deflection_check_reference_length_z	Number	Reference length, can be undefined

SurfaceSet

Kind: global class

new SurfaceSet(no, surfaces, surface_set_type, comment, params)

Create Surface Set

Returns: surfaceSet

Param	Type	Description
no	int	Number of Surface Set
surfaces	array	List of surfaces
surface_set_type	string	Surface Set type
comment	string	Comment for the Surface Set
params	dictionary	Parameters of the Surface Set

surfaceSet.GetSurfaceSet() ⇒

Kind: instance method of SurfaceSet
Returns: Surface set object

surfaceSet.GetNo() ⇒

Kind: instance method of SurfaceSet
Returns: Surface set number

surfaceSet.ContinuousSurfaces(no, surfaces, comment, params)

Create Continuous Surfaces surfaceSet type

Kind: instance method of SurfaceSet

Param	Type	Description
no	int	Number of Surface Set
surfaces	array	List of surfaces
comment	string	Comment for the Surface Set
params	dictionary	Parameters of the Surface Set

surfaceSet.GroupOfSurfaces(no, surfaces, comment, params)

Create Group of Surfaces

Kind: instance method of SurfaceSet

Param	Type	Description
no	int	Number of Surface Set
surfaces	array	List of surfaces
comment	string	Comment for the Surface Set
params	dictionary	Parameters of the Surface Set

Thickness

Kind: global class

new Thickness(no, name, material, uniform_thickness_d, comment, params)

Create Thickness

Returns: Thickness

Param	Type	Description
no	int	Number of Thickness
name	string	Name of the Thickness
material	int	Number of material
uniform_thickness_d	number	Uniform thickness in meters.
comment	string	Comment for the Thickness
params	dictionary	Parameters of the Thickness

thickness.GetThickness() ⇒

Kind: instance method of Thickness
Returns: Thickness object

thickness.GetNo() ⇒

Kind: instance method of Thickness
Returns: Thickness number

thickness.Uniform(no, name, material, thickness, comment, params)

Create Uniform thickness

Kind: instance method of Thickness

Param	Type	Description
no	int	Number of Thickness
name	string	Name of the Thickness
material	int	Number of material
thickness	number	Properties of thickness in format [thickness]
comment	string	Comment for the Thickness
params	dictionary	Parameters of the Thickness

thickness.Variable_3Nodes(no, name, material, thicknessProperties, comment, params)

Create Variable - 3 Nodes thickness

Kind: instance method of Thickness

Param	Type	Description
no	int	Number of Thickness
name	string	Name of the Thickness
material	int	Number of material
thicknessProperties	array	Properties of thickness [thickness_1,node_1,thickness_2,node_2,thickness_3,node_3]
comment	string	Comment for the Thickness
params	dictionary	Parameters of the Thickness

thickness.Variable_2NodesAndDirection(no, name, material, thicknessProperties, comment, params)

Create Variable - 2 Nodes and Direction thickness

Kind: instance method of Thickness

Param	Type	Description
no	int	Number of Thickness
name	string	Name of the Thickness
material	int	Number of material
thicknessProperties	array	Properties of thickness [thickness_1,node_1,thickness_2,node_2,direction]
comment	string	Comment for the Thickness
params	dictionary	Parameters of the Thickness

thickness.Variable_4SurfaceCorners(no, name, material, thicknessProperties, comment, params)

Create Variable - 4 Surface Corners thickness

Kind: instance method of Thickness

Param	Type	Description
no	int	Number of Thickness
name	string	Name of the Thickness
material	int	Number of material
thicknessProperties	array	Properties of thickness [thickness_1,node_1,thickness_2,node_2,thickness_3,node_3,thickness_4,node_4]
comment	string	Comment for the Thickness
params	dictionary	Parameters of the Thickness

thickness.Variable_Circle(no, name, material, thicknessProperties, comment, params)

Create Variable - Circle thickness

Kind: instance method of Thickness

Param	Type	Description
no	int	Number of Thickness
name	string	Name of the Thickness
material	int	Number of material
thicknessProperties	array	Properties of thickness [thickness_circle_center,thickness_circle_line]
comment	string	Comment for the Thickness
params	dictionary	Parameters of the Thickness

thickness.Layers(no, name, layers, comment, params)

Create Layers thickness

Kind: instance method of Thickness

Param	Type	Description
no	int	Number of Thickness
name	string	Name of the Thickness
layers	array	List of layers [[material,thickness,angle,comment],]
comment	string	Comment for the Thickness
params	dictionary	Parameters of the Thickness

thickness.ShapeOrthotropy(no, name, layers, orthotropy_type, rotation_beta, consideration_of_self_weight, parameters, comment, params)

Create Shape Orthotropy thickness

Kind: instance method of Thickness

Param	Type	Description
no	int	Number of Thickness
name	string	Name of the Thickness
layers	array	List of layers
orthotropy_type	string	Orthotropy Type
rotation_beta	number	Rotation about Z-axis of surface (Degree)
consideration_of_self_weight	string	Self-Weight definition
parameters	array	Parameters of Shame Orthotropy
comment	string	Comment for the Thickness
params	dictionary	Parameters of the Thickness

thickness.StiffnessMatrix(no, name, rotation_beta, consideration_of_self_weight, coefficient_of_thermal_expansion, stiffness_matrix, comment, params)

Create Stiffness Matrix thickness

Kind: instance method of Thickness

Param	Type	Description
no	int	Number of Thickness
name	string	Name of the Thickness
rotation_beta	number	Rotation about Z-axis of surface (Degree)
consideration_of_self_weight	string	Self-Weight definition
coefficient_of_thermal_expansion	array	Coefficient of thermal expansion
stiffness_matrix	array	Stiffness Matrix [[D11,D12,D13,D22,D23,D33],....]
comment	string	Comment for the Thickness
params	dictionary	Parameters of the Thickness

Layer(no, name, comment, params)

Creates Layer

Kind: global function

Param	Type	Description
no	Number	Layer number, can be undefined
name	String	Name, can be undefined
comment	String	Comment, can be undefined
params	Object	Additional parameters, can be undefined

layer.GetNo()

Returns layer number

Kind: instance method of Layer

layer.GetLayer()

Returns Layer object

Kind: instance method of Layer

getRotationPlane(rotation_plane) ⇒

Returns rotation plane from string representation (private)

Kind: global function
Returns: Rotation plane

Param	Type	Description
rotation_plane	String	Rotation plane (x-y, x-z)

createBaseLine(no, nodes, comment, params) ⇒

Creates line (private)

Kind: global function
Returns: Created line

Param	Type	Description
no	Number	Index of line, can be undefined
nodes	Array	List of Node indexes
comment	String	Comment, can be undefined
params	Object	Line's parameters, can be undefined

setDistributionAtStart()

Support function for section distributions (private), more info can be find there

Kind: global function

setDistributionAtEnd()

Support function for section distributions (private), more info can be find there

Kind: global function

setResultBeamObjects(member, param1_to_set, param2_to_set, value) ⇒

Sets result beam objects

Kind: global function
Returns: Modified member

Param	Type	Description
member	Object	Member to be set
param1_to_set	String	Name of parameter for include/exclude "all" objects
param2_to_set	String	Name of parameter for include/exclude object's indexes
value	Boolean/Array	Value can be specified in two formats, as boolean or array with numbers

createBaseMember(no, nodes_or_line, type, section_start, comment, params) ⇒

Creates member (private)

Kind: global function
Returns: Created member

Param	Type	Description
no	Number	Index of member, can be undefined
nodes_or_line	Array/Number	List of node indexes or number of line
type	String	Type of member, can be undefined
section_start	Number	Section start, can be undefined. Section end is same as section start by default. To set section end specify distribution type.
comment	String	Comment, can be undefined
params	Object	Member's parameters, can be undefined

createBaseRSectionElement(no, type, comment, params) ⇒

Create base RSection Element

Kind: global function
Returns: Element

Param	Type	Description
no	Number	Number of Element, can be undefined
type	String	Type of Element
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

createBaseRSectionLine(no, type, comment, params) ⇒

Creates RSection base Line

Kind: global function
Returns: Line

Param	Type	Description
no	Number	Number of Line, can be undefined
type	String	Type of Line
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

createBaseOpening(no, boundary_lines, comment, params) ⇒

Kind: global function
Returns: Opening

Param	Type	Description
no	int	Number of Opening, can be undefined
boundary_lines	Array	Boundary lines
comment	string	Comment, can be undefined
params	Object	Parameters, can be undefined

createBaseRSectionPart(no, comment, params) ⇒

Creates base RSection Part

Kind: global function
Returns: Part

Param	Type	Description
no	int	Number of Part, can be undefined
comment	string	Comment, can be undefined
params	Object	Parameters, can be undefined

createBasePoint(no, coordinate_y, coordinate_z, comment, params) ⇒

Creates base RSection Point (private)

Kind: global function
Returns: Point

Param	Type	Description
no	Number	Number of Point, can be undefined
coordinate_y	Number	Coordinate Y
coordinate_z	Number	Coordinate Z
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

createBaseStressPoint(no, comment, params) ⇒

Create RSection Stress Points

Kind: global function
Returns: Stress point

Param	Type	Description
no	Number	Number of Stress point, can be undefined
comment	String	Comment, can be undefined
params	Object	Parameters, can be undefined

createSurfaceWithType(no, boundary_lines, stiffness_type, thickness, comment, params) ⇒

Creates surface (private)

Kind: global function
Returns: Created surface

Param	Type	Description
no	Number	Index of surface, can be undefined
boundary_lines	Array	List of boundary lines indexes
stiffness_type	String	Stiffness type
thickness	Number	Thickness index, can be undefined
comment	String	Comment, can be undefined
params	Object	Surface's parameters, can be undefined