Index A | B | C | D | E | F | G | H | I | J | K | L | M | N | O | P | Q | R | S | T | U | V | W | X | Y A ABCSingleSpan (class in m_n_kappa.loading) absolute_axial_force (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoint property) absolute_strain_difference (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoint property) add() (m_n_kappa.curves_m_kappa.MKappaCurvePoints method) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints method) (m_n_kappa.matrices.Identity method) (m_n_kappa.matrices.Jacobian method) (m_n_kappa.matrices.Matrix method) (m_n_kappa.matrices.Vector method) add_section() (m_n_kappa.Crosssection method) (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) (m_n_kappa.crosssection.CrossSectionBoundaries method) additional_positions (m_n_kappa.CompositeBeam property) all (m_n_kappa.boundaries.MinimumCurvature property) alpha() (m_n_kappa.HeadedStud method) append() (m_n_kappa.matrices.Identity method) (m_n_kappa.matrices.Jacobian method) (m_n_kappa.matrices.Matrix method) (m_n_kappa.matrices.Vector method) applied_axial_force (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.points.MKappa property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.points.Point property) applied_curvature (m_n_kappa.MKappaByConstantCurvature property) area (m_n_kappa.Circle property) (m_n_kappa.Rectangle property) (m_n_kappa.Trapezoid property) axial_force (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.MomentAxialForce property) (m_n_kappa.MomentAxialForceCurvature property) (m_n_kappa.points.AxialForcePoint property) (m_n_kappa.points.MKappa property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.points.Point property) (m_n_kappa.section.ComputationSection property) (m_n_kappa.section.ComputationSectionCurvature property) (m_n_kappa.section.ComputationSectionStrain property) axial_force() (in module m_n_kappa.crosssection) axial_force_equilibrium() (m_n_kappa.MKappaByConstantCurvature method) (m_n_kappa.MKappaByStrainPosition method) (m_n_kappa.points.MKappa method) (m_n_kappa.points.MNByStrain method) (m_n_kappa.points.Point method) axial_force_tolerance (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.points.MKappa property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.points.Point property) axial_forces (m_n_kappa.curves_m_n_kappa.MNCurvatureCurve property) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints property) AxialForcePoint (class in m_n_kappa.points) B b_o (m_n_kappa.HeadedStud property) back_substitution() (m_n_kappa.matrices.LinearEquationsSystem static method) backward_difference_quotient() (m_n_kappa.matrices.Jacobian method) Beam (class in m_n_kappa) bending_widths() (m_n_kappa.Beam method) (m_n_kappa.CompositeBeam method) Bisection (class in m_n_kappa.solver) bottom_edge (m_n_kappa.Circle property) (m_n_kappa.Crosssection property) (m_n_kappa.crosssection.ComputationCrosssection property) (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) (m_n_kappa.crosssection.CrossSectionBoundaries property) (m_n_kappa.Geometry property) (m_n_kappa.Rectangle property) (m_n_kappa.Trapezoid property) bottom_edge_maximum_strain (m_n_kappa.Section property) (m_n_kappa.section.ComputationSection property) (m_n_kappa.section.ComputationSectionCurvature property) (m_n_kappa.section.ComputationSectionStrain property) bottom_edge_minimum_strain (m_n_kappa.Section property) (m_n_kappa.section.ComputationSection property) (m_n_kappa.section.ComputationSectionCurvature property) (m_n_kappa.section.ComputationSectionStrain property) bottom_left_edge (m_n_kappa.Trapezoid property) bottom_right_edge (m_n_kappa.Trapezoid property) bottom_width (m_n_kappa.Trapezoid property) Boundaries (class in m_n_kappa.boundaries) boundaries (m_n_kappa.MKappaCurve property) BoundaryValues (class in m_n_kappa.boundaries) C c (m_n_kappa.material.ConcreteCompression property) (m_n_kappa.material.ConcreteCompressionBiLinear property) (m_n_kappa.material.ConcreteCompressionNonlinear property) (m_n_kappa.material.ConcreteCompressionParabolaRectangle property) center_difference_quotient() (m_n_kappa.matrices.Jacobian method) centroid (m_n_kappa.Rectangle property) (m_n_kappa.Trapezoid property) centroid_y (m_n_kappa.Circle property) centroid_z (m_n_kappa.Circle property) check_width() (in module m_n_kappa.geometry) Circle (class in m_n_kappa) coefficients (m_n_kappa.matrices.LinearEquationsSystem property) column() (m_n_kappa.matrices.Identity method) (m_n_kappa.matrices.Jacobian method) (m_n_kappa.matrices.Matrix method) column_number (m_n_kappa.matrices.Identity property) (m_n_kappa.matrices.Jacobian property) (m_n_kappa.matrices.Matrix property) column_vector() (m_n_kappa.matrices.Identity method) (m_n_kappa.matrices.Jacobian method) (m_n_kappa.matrices.Matrix method) ComposedGeometry (class in m_n_kappa.geometry) CompositeBeam (class in m_n_kappa) CompositeNode (class in m_n_kappa) compression (m_n_kappa.Concrete property) compression_stress_strain (m_n_kappa.Reinforcement property) (m_n_kappa.Steel property) compression_stress_strain_type (m_n_kappa.Concrete property) Computation (class in m_n_kappa.points) ComputationCrosssection (class in m_n_kappa.crosssection) ComputationCrosssectionCurvature (class in m_n_kappa.crosssection) ComputationCrosssectionStrain (class in m_n_kappa.crosssection) ComputationCrosssectionStrainAdd (class in m_n_kappa.crosssection) computations (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.points.MKappa property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.points.Point property) ComputationSection (class in m_n_kappa.section) ComputationSectionCurvature (class in m_n_kappa.section) ComputationSectionStrain (class in m_n_kappa.section) compute() (m_n_kappa.boundaries.MaximumCurvature method) (m_n_kappa.boundaries.MinimumCurvature method) (m_n_kappa.MKappaByConstantCurvature method) (m_n_kappa.MKappaByStrainPosition method) (m_n_kappa.points.MKappa method) (m_n_kappa.solver.Bisection method) (m_n_kappa.solver.Newton method) compute_curvatures() (in module m_n_kappa.boundaries) compute_neutral_axis() (in module m_n_kappa.crosssection) compute_sections (m_n_kappa.crosssection.ComputationCrosssection property) (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) compute_split_sections (m_n_kappa.crosssection.ComputationCrosssection property) (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) computed_cross_section (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.points.MKappa property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.points.Point property) computed_girder_sections (m_n_kappa.crosssection.ComputationCrosssection property) (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) computed_slab_sections (m_n_kappa.crosssection.ComputationCrosssection property) (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) computed_sub_cross_sections (m_n_kappa.MomentAxialForce property) (m_n_kappa.MomentAxialForceCurvature property) (m_n_kappa.points.AxialForcePoint property) Concrete (class in m_n_kappa) concrete_slab_width() (m_n_kappa.Crosssection method) (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) (m_n_kappa.crosssection.CrossSectionBoundaries method) ConcreteCompression (class in m_n_kappa.material) ConcreteCompressionBiLinear (class in m_n_kappa.material) ConcreteCompressionNonlinear (class in m_n_kappa.material) ConcreteCompressionParabolaRectangle (class in m_n_kappa.material) ConcreteTension (class in m_n_kappa.material) consider_opening_behaviour (m_n_kappa.material.ConcreteTension property) consider_widths (m_n_kappa.Beam property) (m_n_kappa.CompositeBeam property) constants (m_n_kappa.matrices.LinearEquationsSystem property) cross_section (m_n_kappa.Beam property) (m_n_kappa.CompositeBeam property) (m_n_kappa.CompositeNode property) (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.MKappaCurve property) (m_n_kappa.Node property) (m_n_kappa.points.MKappa property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.points.Point property) cross_section_axial_forces() (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints method) Crosssection (class in m_n_kappa) CrossSectionBoundaries (class in m_n_kappa.crosssection) cu (m_n_kappa.material.ConcreteCompression property) (m_n_kappa.material.ConcreteCompressionBiLinear property) (m_n_kappa.material.ConcreteCompressionNonlinear property) (m_n_kappa.material.ConcreteCompressionParabolaRectangle property) curvature (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.EdgeStrains property) (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.MomentAxialForce property) (m_n_kappa.MomentAxialForceCurvature property) (m_n_kappa.points.AxialForcePoint property) (m_n_kappa.points.MKappa property) (m_n_kappa.section.ComputationSectionCurvature property) curvature() (in module m_n_kappa.general) (m_n_kappa.curves_m_kappa.MKappaCurvePoints method) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints method) curvature_by() (m_n_kappa.CompositeNode method) (m_n_kappa.Node method) curvature_by_points() (in module m_n_kappa.general) curvature_moment() (m_n_kappa.curves_m_kappa.MKappaCurvePoint method) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoint method) curvatures (m_n_kappa.curves_m_kappa.MKappaCurvePoints property) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints property) curve_points (m_n_kappa.CompositeNode property) (m_n_kappa.Node property) D d (m_n_kappa.HeadedStud property) damping_factor (m_n_kappa.fitting.LevenbergMarquardt property) data (m_n_kappa.solver.Bisection property) (m_n_kappa.solver.Newton property) (m_n_kappa.solver.Solver property) decisive_maximum_negative_strain_position() (m_n_kappa.Crosssection method) (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) (m_n_kappa.crosssection.CrossSectionBoundaries method) decisive_maximum_positive_strain_position() (m_n_kappa.Crosssection method) (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) (m_n_kappa.crosssection.CrossSectionBoundaries method) Deformation (class in m_n_kappa.deformation) deformation() (m_n_kappa.Beam method) (m_n_kappa.CompositeBeam method) deformation_over_beam_length() (m_n_kappa.Beam method) (m_n_kappa.CompositeBeam method) Deformations (class in m_n_kappa.deformation) deformations() (m_n_kappa.Beam method) (m_n_kappa.CompositeBeam method) deformations_at_maximum_deformation_position() (m_n_kappa.Beam method) (m_n_kappa.CompositeBeam method) deformations_at_maximum_moment_position() (m_n_kappa.Beam method) (m_n_kappa.CompositeBeam method) determine_curvatures() (in module m_n_kappa.crosssection) diagonal() (m_n_kappa.matrices.Identity method) (m_n_kappa.matrices.Jacobian method) (m_n_kappa.matrices.Matrix method) diameter (m_n_kappa.Circle property) differentiation_type (m_n_kappa.matrices.Jacobian property) E E_a (m_n_kappa.Reinforcement property) (m_n_kappa.Steel property) E_cm (m_n_kappa.Concrete property) (m_n_kappa.material.ConcreteCompression property) (m_n_kappa.material.ConcreteCompressionBiLinear property) (m_n_kappa.material.ConcreteCompressionNonlinear property) (m_n_kappa.material.ConcreteCompressionParabolaRectangle property) (m_n_kappa.material.ConcreteTension property) E_s (m_n_kappa.Reinforcement property) edges (m_n_kappa.Circle property) (m_n_kappa.Geometry property) (m_n_kappa.Rectangle property) (m_n_kappa.Trapezoid property) edges_strain (m_n_kappa.section.ComputationSection property) (m_n_kappa.section.ComputationSectionCurvature property) (m_n_kappa.section.ComputationSectionStrain property) edges_stress (m_n_kappa.section.ComputationSection property) (m_n_kappa.section.ComputationSectionCurvature property) (m_n_kappa.section.ComputationSectionStrain property) edges_stress_difference (m_n_kappa.section.ComputationSectionCurvature property) EdgeStrains (class in m_n_kappa.crosssection) EffectiveWidths (class in m_n_kappa.general) Element (class in m_n_kappa.deformation) element_number (m_n_kappa.Beam property) (m_n_kappa.CompositeBeam property) element_standard_length (m_n_kappa.Beam property) (m_n_kappa.CompositeBeam property) entries (m_n_kappa.matrices.Vector property) entry() (m_n_kappa.matrices.Identity method) (m_n_kappa.matrices.Jacobian method) (m_n_kappa.matrices.Matrix method) epsilon_y (m_n_kappa.Concrete property) (m_n_kappa.Reinforcement property) (m_n_kappa.Steel property) eta() (m_n_kappa.material.ConcreteCompressionNonlinear method) F f_ck (m_n_kappa.Concrete property) (m_n_kappa.material.ConcreteCompression property) (m_n_kappa.material.ConcreteCompressionBiLinear property) (m_n_kappa.material.ConcreteCompressionNonlinear property) (m_n_kappa.material.ConcreteCompressionParabolaRectangle property) (m_n_kappa.material.ConcreteTension property) f_cm (m_n_kappa.Concrete property) (m_n_kappa.HeadedStud property) (m_n_kappa.material.ConcreteCompression property) (m_n_kappa.material.ConcreteCompressionBiLinear property) (m_n_kappa.material.ConcreteCompressionNonlinear property) (m_n_kappa.material.ConcreteCompressionParabolaRectangle property) (m_n_kappa.material.ConcreteTension property) f_ctm (m_n_kappa.material.ConcreteTension property) f_i (m_n_kappa.fitting.GaussNewton property) (m_n_kappa.fitting.LevenbergMarquardt property) (m_n_kappa.matrices.Jacobian property) f_s (m_n_kappa.Reinforcement property) f_su (m_n_kappa.Reinforcement property) f_u (m_n_kappa.HeadedStud property) f_x (m_n_kappa.fitting.GaussNewton property) (m_n_kappa.fitting.LevenbergMarquardt property) f_xi (m_n_kappa.matrices.Jacobian property) f_y (m_n_kappa.Reinforcement property) (m_n_kappa.Steel property) failure_strain (m_n_kappa.Reinforcement property) (m_n_kappa.Steel property) forward_difference_quotient() (m_n_kappa.matrices.Jacobian method) fracture_energy (m_n_kappa.material.ConcreteTension property) function (m_n_kappa.solver.Newton property) G GaussNewton (class in m_n_kappa.fitting) geometries (m_n_kappa.geometry.ComposedGeometry property) Geometry (class in m_n_kappa) geometry (m_n_kappa.Section property) (m_n_kappa.section.ComputationSection property) (m_n_kappa.section.ComputationSectionCurvature property) (m_n_kappa.section.ComputationSectionStrain property) get_boundaries() (m_n_kappa.crosssection.CrossSectionBoundaries method) get_boundary_conditions() (m_n_kappa.Crosssection method) (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) (m_n_kappa.crosssection.CrossSectionBoundaries method) get_higher_positions() (in module m_n_kappa.boundaries) get_horizontal_edges() (m_n_kappa.Rectangle method) get_intermediate_strains() (m_n_kappa.Concrete method) (m_n_kappa.Material method) (m_n_kappa.Reinforcement method) (m_n_kappa.Steel method) get_lower_positions() (in module m_n_kappa.boundaries) get_material_points_inside_curvature() (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) get_material_stress() (m_n_kappa.Concrete method) (m_n_kappa.Material method) (m_n_kappa.Reinforcement method) (m_n_kappa.Steel method) get_sub_cross_sections() (m_n_kappa.Crosssection method) (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) (m_n_kappa.crosssection.CrossSectionBoundaries method) girder_sections (m_n_kappa.Crosssection property) (m_n_kappa.crosssection.ComputationCrosssection property) (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) (m_n_kappa.crosssection.CrossSectionBoundaries property) girder_sections_axial_force() (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) girder_sections_moment() (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) H h (m_n_kappa.matrices.Jacobian property) h_p (m_n_kappa.HeadedStud property) h_sc (m_n_kappa.HeadedStud property) half_point (m_n_kappa.Crosssection property) (m_n_kappa.crosssection.ComputationCrosssection property) (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) (m_n_kappa.crosssection.CrossSectionBoundaries property) has_shear_connector() (m_n_kappa.CompositeNode method) HeadedStud (class in m_n_kappa) height (m_n_kappa.Crosssection property) (m_n_kappa.crosssection.ComputationCrosssection property) (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) (m_n_kappa.crosssection.CrossSectionBoundaries property) (m_n_kappa.Rectangle property) (m_n_kappa.Trapezoid property) I Identity (class in m_n_kappa.matrices) include_negative_curvature (m_n_kappa.MKappaCurve property) (m_n_kappa.MNKappaCurve property) include_positive_curvature (m_n_kappa.MKappaCurve property) (m_n_kappa.MNKappaCurve property) incremental_deformation() (m_n_kappa.CompositeNode method) (m_n_kappa.Node method) info() (m_n_kappa.fitting.LevenbergMarquardt method) initialize_boundary_curvatures() (m_n_kappa.MKappaByConstantCurvature method) interpolation() (in module m_n_kappa.general) IProfile (class in m_n_kappa) iteration (m_n_kappa.fitting.GaussNewton property) (m_n_kappa.fitting.LevenbergMarquardt property) (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.points.MKappa property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.points.Point property) J Jacobian (class in m_n_kappa.matrices) K k() (m_n_kappa.material.ConcreteCompressionNonlinear method) k_t() (m_n_kappa.HeadedStud method) keywords (m_n_kappa.general.NotSuccessfulReason property) L left_edge (m_n_kappa.Rectangle property) (m_n_kappa.Trapezoid property) left_edge() (m_n_kappa.Crosssection method) (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) (m_n_kappa.crosssection.CrossSectionBoundaries method) left_edge_at() (m_n_kappa.Trapezoid method) length (m_n_kappa.Beam property) (m_n_kappa.CompositeBeam property) (m_n_kappa.loading.ABCSingleSpan property) (m_n_kappa.SingleSpan property) (m_n_kappa.SingleSpanSingleLoads property) (m_n_kappa.SingleSpanUniformLoad property) length() (m_n_kappa.matrices.Vector method) LevenbergMarquardt (class in m_n_kappa.fitting) lever_arm() (m_n_kappa.section.ComputationSection method) (m_n_kappa.section.ComputationSectionCurvature method) (m_n_kappa.section.ComputationSectionStrain method) line_search_step_size (m_n_kappa.fitting.GaussNewton property) (m_n_kappa.fitting.LevenbergMarquardt property) LinearEquationsSystem (class in m_n_kappa.matrices) load (m_n_kappa.Beam property) (m_n_kappa.CompositeBeam property) (m_n_kappa.SingleSpanUniformLoad property) load_by() (m_n_kappa.SingleSpan method) (m_n_kappa.SingleSpanSingleLoads method) (m_n_kappa.SingleSpanUniformLoad method) load_by_moment() (m_n_kappa.SingleSpanUniformLoad method) load_distribution_factor() (m_n_kappa.loading.ABCSingleSpan method) (m_n_kappa.SingleSpan method) (m_n_kappa.SingleSpanSingleLoads method) (m_n_kappa.SingleSpanUniformLoad method) load_slips (m_n_kappa.HeadedStud property) (m_n_kappa.ShearConnector property) load_steps (m_n_kappa.Beam property) (m_n_kappa.CompositeBeam property) Loading (class in m_n_kappa.deformation) loading (m_n_kappa.loading.ABCSingleSpan property) (m_n_kappa.SingleSpan property) (m_n_kappa.SingleSpanSingleLoads property) (m_n_kappa.SingleSpanUniformLoad property) loads (m_n_kappa.SingleSpanSingleLoads property) LoadSlip (class in m_n_kappa) LoadStep (class in m_n_kappa.deformation) M m_kappa_points (m_n_kappa.MKappaCurve property) m_n_curve (m_n_kappa.MNKappaCurve property) m_n_kappa() (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoint method) Material (class in m_n_kappa) material (m_n_kappa.Section property) (m_n_kappa.section.ComputationSection property) (m_n_kappa.section.ComputationSectionCurvature property) (m_n_kappa.section.ComputationSectionStrain property) material_points_inside_curvature() (m_n_kappa.section.ComputationSectionCurvature method) material_strains() (m_n_kappa.Section method) (m_n_kappa.section.ComputationSection method) (m_n_kappa.section.ComputationSectionCurvature method) (m_n_kappa.section.ComputationSectionStrain method) materials (m_n_kappa.curves_m_kappa.MKappaCurvePoints property) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints property) Matrix (class in m_n_kappa.matrices) matrix (m_n_kappa.matrices.Identity property) (m_n_kappa.matrices.Jacobian property) (m_n_kappa.matrices.Matrix property) max() (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints method) max_line_search_iterations (m_n_kappa.fitting.GaussNewton property) (m_n_kappa.fitting.LevenbergMarquardt property) maximum_curvature (m_n_kappa.MKappaByStrainPosition property) maximum_iterations (m_n_kappa.fitting.GaussNewton property) (m_n_kappa.fitting.LevenbergMarquardt property) (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.points.MKappa property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.points.Point property) maximum_moment (m_n_kappa.loading.ABCSingleSpan property) (m_n_kappa.SingleSpan property) (m_n_kappa.SingleSpanSingleLoads property) (m_n_kappa.SingleSpanUniformLoad property) maximum_moment() (m_n_kappa.curves_m_kappa.MKappaCurvePoints method) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints method) maximum_negative_curvature (m_n_kappa.crosssection.CrossSectionBoundaries property) maximum_negative_strain() (m_n_kappa.Crosssection method) (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) (m_n_kappa.crosssection.CrossSectionBoundaries method) (m_n_kappa.Section method) (m_n_kappa.section.ComputationSection method) (m_n_kappa.section.ComputationSectionCurvature method) (m_n_kappa.section.ComputationSectionStrain method) maximum_negative_strain_position() (m_n_kappa.Section method) (m_n_kappa.section.ComputationSection method) (m_n_kappa.section.ComputationSectionCurvature method) (m_n_kappa.section.ComputationSectionStrain method) maximum_neutral_axis (m_n_kappa.MKappaByConstantCurvature property) maximum_neutral_axis() (m_n_kappa.curves_m_kappa.MKappaCurvePoints method) maximum_positive_curvature (m_n_kappa.crosssection.CrossSectionBoundaries property) maximum_positive_strain() (m_n_kappa.Crosssection method) (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) (m_n_kappa.crosssection.CrossSectionBoundaries method) (m_n_kappa.Section method) (m_n_kappa.section.ComputationSection method) (m_n_kappa.section.ComputationSectionCurvature method) (m_n_kappa.section.ComputationSectionStrain method) maximum_positive_strain_position() (m_n_kappa.Section method) (m_n_kappa.section.ComputationSection method) (m_n_kappa.section.ComputationSectionCurvature method) (m_n_kappa.section.ComputationSectionStrain method) maximum_slip() (m_n_kappa.CompositeNode method) maximum_strain (m_n_kappa.Concrete property) (m_n_kappa.Material property) (m_n_kappa.Reinforcement property) (m_n_kappa.Steel property) maximum_variable (m_n_kappa.solver.Bisection property) (m_n_kappa.solver.Newton property) (m_n_kappa.solver.Solver property) MaximumCurvature (class in m_n_kappa.boundaries) membran_widths() (m_n_kappa.Beam method) (m_n_kappa.CompositeBeam method) min() (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints method) minimum_curvature (m_n_kappa.MKappaByStrainPosition property) minimum_neutral_axis (m_n_kappa.MKappaByConstantCurvature property) minimum_neutral_axis() (m_n_kappa.curves_m_kappa.MKappaCurvePoints method) minimum_residuum_change (m_n_kappa.fitting.GaussNewton property) (m_n_kappa.fitting.LevenbergMarquardt property) minimum_strain (m_n_kappa.Concrete property) (m_n_kappa.Material property) (m_n_kappa.Reinforcement property) (m_n_kappa.Steel property) minimum_variable (m_n_kappa.solver.Bisection property) (m_n_kappa.solver.Newton property) (m_n_kappa.solver.Solver property) MinimumCurvature (class in m_n_kappa.boundaries) MKappa (class in m_n_kappa.points) MKappaByConstantCurvature (class in m_n_kappa) MKappaByStrainPosition (class in m_n_kappa) MKappaCurve (class in m_n_kappa) MKappaCurvePoint (class in m_n_kappa.curves_m_kappa) MKappaCurvePoints (class in m_n_kappa.curves_m_kappa) MNByStrain (class in m_n_kappa.points) MNCurvatureCurve (class in m_n_kappa.curves_m_n_kappa) MNCurve (class in m_n_kappa) MNKappaCurve (class in m_n_kappa) MNKappaCurvePoint (class in m_n_kappa.curves_m_n_kappa) MNKappaCurvePoints (class in m_n_kappa.curves_m_n_kappa) moment (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.points.MKappa property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.points.Point property) moment() (in module m_n_kappa.crosssection) (m_n_kappa.curves_m_kappa.MKappaCurvePoints method) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints method) (m_n_kappa.loading.ABCSingleSpan method) (m_n_kappa.MomentAxialForce method) (m_n_kappa.MomentAxialForceCurvature method) (m_n_kappa.points.AxialForcePoint method) (m_n_kappa.section.ComputationSection method) (m_n_kappa.section.ComputationSectionCurvature method) (m_n_kappa.section.ComputationSectionStrain method) (m_n_kappa.SingleLoad method) (m_n_kappa.SingleSpan method) (m_n_kappa.SingleSpanSingleLoads method) (m_n_kappa.SingleSpanUniformLoad method) moment_by() (m_n_kappa.CompositeNode method) (m_n_kappa.SingleSpanSingleLoads static method) moment_curvature() (m_n_kappa.curves_m_kappa.MKappaCurvePoint method) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoint method) moment_position() (m_n_kappa.deformation.Element method) MomentAxialForce (class in m_n_kappa) MomentAxialForceCurvature (class in m_n_kappa) moments (m_n_kappa.curves_m_kappa.MKappaCurvePoints property) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints property) multiply_by() (m_n_kappa.matrices.Identity method) (m_n_kappa.matrices.Jacobian method) (m_n_kappa.matrices.Matrix method) multiply_scalar() (m_n_kappa.matrices.Vector method) N n (m_n_kappa.material.ConcreteCompressionParabolaRectangle property) n_m_kappa() (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoint method) n_r (m_n_kappa.HeadedStud property) negative (m_n_kappa.boundaries.MaximumCurvature property) (m_n_kappa.boundaries.MinimumCurvature property) (m_n_kappa.MKappaCurve property) negative_sign() (in module m_n_kappa.general) neutral_axes (m_n_kappa.MomentAxialForceCurvature property) neutral_axis (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.points.MKappa property) (m_n_kappa.section.ComputationSectionCurvature property) neutral_axis() (in module m_n_kappa.general) new() (m_n_kappa.HeadedStud method) (m_n_kappa.ShearConnector method) Newton (class in m_n_kappa.solver) Node (class in m_n_kappa) nodes (m_n_kappa.Beam property) (m_n_kappa.CompositeBeam property) nodes_at() (m_n_kappa.Beam method) (m_n_kappa.CompositeBeam method) nodes_at_decisive_position() (m_n_kappa.Beam method) (m_n_kappa.CompositeBeam method) norm() (m_n_kappa.matrices.Vector method) not_successful_reason (m_n_kappa.curves_m_n_kappa.MNCurvatureCurve property) (m_n_kappa.fitting.GaussNewton property) (m_n_kappa.fitting.LevenbergMarquardt property) (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.MKappaCurve property) (m_n_kappa.MNCurve property) (m_n_kappa.MNKappaCurve property) (m_n_kappa.MomentAxialForce property) (m_n_kappa.MomentAxialForceCurvature property) (m_n_kappa.points.AxialForcePoint property) (m_n_kappa.points.MKappa property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.points.Point property) NotSuccessfulReason (class in m_n_kappa.general) number (m_n_kappa.CompositeNode property) (m_n_kappa.Node property) O orthonormal_triangular() (m_n_kappa.matrices.Identity method) (m_n_kappa.matrices.Jacobian method) (m_n_kappa.matrices.Matrix method) P P (m_n_kappa.HeadedStud property) P_cm() (m_n_kappa.HeadedStud method) P_max (m_n_kappa.HeadedStud property) (m_n_kappa.ShearConnector property) P_sm() (m_n_kappa.HeadedStud method) pair() (m_n_kappa.LoadSlip method) (m_n_kappa.material.StressStrain method) Point (class in m_n_kappa.points) points (m_n_kappa.curves_m_kappa.MKappaCurvePoints property) (m_n_kappa.curves_m_n_kappa.MNCurvatureCurve property) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints property) (m_n_kappa.MNCurve property) (m_n_kappa.MNKappaCurve property) position (m_n_kappa.CompositeNode property) (m_n_kappa.HeadedStud property) (m_n_kappa.Node property) (m_n_kappa.ShearConnector property) position() (in module m_n_kappa.general) position_of_maximum_deformation() (m_n_kappa.loading.ABCSingleSpan method) (m_n_kappa.SingleSpan method) (m_n_kappa.SingleSpanSingleLoads method) (m_n_kappa.SingleSpanUniformLoad method) positions (m_n_kappa.Beam property) (m_n_kappa.CompositeBeam property) (m_n_kappa.curves_m_kappa.MKappaCurvePoints property) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints property) (m_n_kappa.loading.ABCSingleSpan property) (m_n_kappa.SingleSpan property) (m_n_kappa.SingleSpanSingleLoads property) (m_n_kappa.SingleSpanUniformLoad property) positions_of_maximum_moment() (m_n_kappa.loading.ABCSingleSpan method) (m_n_kappa.SingleSpan method) (m_n_kappa.SingleSpanSingleLoads method) (m_n_kappa.SingleSpanUniformLoad method) positive (m_n_kappa.boundaries.MaximumCurvature property) (m_n_kappa.boundaries.MinimumCurvature property) (m_n_kappa.MKappaCurve property) positive_curvature (m_n_kappa.curves_m_n_kappa.MNCurvatureCurve property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.MomentAxialForceCurvature property) positive_sign() (in module m_n_kappa.general) Q qr_decomposition() (m_n_kappa.matrices.LinearEquationsSystem method) R RebarLayer (class in m_n_kappa) Rectangle (class in m_n_kappa) Reinforcement (class in m_n_kappa) remove_duplicates() (in module m_n_kappa.general) remove_higher_strains() (in module m_n_kappa.boundaries) remove_smaller_strains() (in module m_n_kappa.boundaries) replace() (m_n_kappa.matrices.Vector method) results_as_dict() (m_n_kappa.curves_m_kappa.MKappaCurvePoints method) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints method) right_edge (m_n_kappa.Rectangle property) (m_n_kappa.Trapezoid property) right_edge() (m_n_kappa.Crosssection method) (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) (m_n_kappa.crosssection.CrossSectionBoundaries method) right_edge_at() (m_n_kappa.Trapezoid method) row() (m_n_kappa.matrices.Identity method) (m_n_kappa.matrices.Jacobian method) (m_n_kappa.matrices.Matrix method) row_number (m_n_kappa.matrices.Identity property) (m_n_kappa.matrices.Jacobian property) (m_n_kappa.matrices.Matrix property) row_vector() (m_n_kappa.matrices.Identity method) (m_n_kappa.matrices.Jacobian method) (m_n_kappa.matrices.Matrix method) S s_max (m_n_kappa.HeadedStud property) (m_n_kappa.ShearConnector property) scalar_product() (m_n_kappa.matrices.Vector method) Section (class in m_n_kappa) section (m_n_kappa.section.ComputationSection property) (m_n_kappa.section.ComputationSectionCurvature property) (m_n_kappa.section.ComputationSectionStrain property) section_strains() (m_n_kappa.Section method) (m_n_kappa.section.ComputationSection method) (m_n_kappa.section.ComputationSectionCurvature method) (m_n_kappa.section.ComputationSectionStrain method) section_type (m_n_kappa.Concrete property) (m_n_kappa.Crosssection property) (m_n_kappa.crosssection.ComputationCrosssection property) (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) (m_n_kappa.crosssection.CrossSectionBoundaries property) (m_n_kappa.Material property) (m_n_kappa.Reinforcement property) (m_n_kappa.Steel property) sections (m_n_kappa.Crosssection property) (m_n_kappa.crosssection.ComputationCrosssection property) (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) (m_n_kappa.crosssection.CrossSectionBoundaries property) sections_not_of_type() (m_n_kappa.Crosssection method) (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) (m_n_kappa.crosssection.CrossSectionBoundaries method) sections_of_type() (m_n_kappa.Crosssection method) (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) (m_n_kappa.crosssection.CrossSectionBoundaries method) shear_connectors (m_n_kappa.CompositeBeam property) (m_n_kappa.CompositeNode property) shear_connectors_load_slip() (m_n_kappa.CompositeNode method) shear_force() (m_n_kappa.CompositeNode method) shear_load() (m_n_kappa.HeadedStud method) (m_n_kappa.ShearConnector method) ShearConnector (class in m_n_kappa) sides (m_n_kappa.Circle property) (m_n_kappa.Geometry property) (m_n_kappa.Rectangle property) (m_n_kappa.Trapezoid property) single_loads_with_factor() (m_n_kappa.SingleSpanSingleLoads method) single_loads_with_value() (m_n_kappa.SingleSpanSingleLoads method) SingleLoad (class in m_n_kappa) SingleSpan (class in m_n_kappa) SingleSpanSingleLoads (class in m_n_kappa) SingleSpanUniformLoad (class in m_n_kappa) slab_effective_width (m_n_kappa.Crosssection property) (m_n_kappa.crosssection.ComputationCrosssection property) (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) (m_n_kappa.crosssection.CrossSectionBoundaries property) slab_sections (m_n_kappa.Crosssection property) (m_n_kappa.crosssection.ComputationCrosssection property) (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) (m_n_kappa.crosssection.CrossSectionBoundaries property) slab_sections_axial_force() (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) slab_sections_moment() (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) slip() (m_n_kappa.CompositeBeam method) (m_n_kappa.HeadedStud method) (m_n_kappa.ShearConnector method) slips() (m_n_kappa.HeadedStud method) (m_n_kappa.ShearConnector method) solve() (m_n_kappa.matrices.LinearEquationsSystem method) Solver (class in m_n_kappa.solver) solver (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.points.MKappa property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.points.Point property) sort_strains() (m_n_kappa.Concrete method) (m_n_kappa.Material method) (m_n_kappa.Reinforcement method) (m_n_kappa.Steel method) sort_strains_ascending() (m_n_kappa.Concrete method) (m_n_kappa.Material method) (m_n_kappa.Reinforcement method) (m_n_kappa.Steel method) sort_strains_descending() (m_n_kappa.Concrete method) (m_n_kappa.Material method) (m_n_kappa.Reinforcement method) (m_n_kappa.Steel method) split() (m_n_kappa.Circle method) (m_n_kappa.Rectangle method) (m_n_kappa.Trapezoid method) split_section() (m_n_kappa.section.ComputationSectionCurvature method) Steel (class in m_n_kappa) strain (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) (m_n_kappa.MomentAxialForce property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.section.ComputationSectionStrain property) strain() (in module m_n_kappa.general) strain_difference (m_n_kappa.MomentAxialForce property) (m_n_kappa.MomentAxialForceCurvature property) (m_n_kappa.points.AxialForcePoint property) strain_differences (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints property) strain_position (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.MomentAxialForceCurvature property) strain_positions (m_n_kappa.curves_m_n_kappa.MNCurvatureCurve property) (m_n_kappa.MNCurve property) strain_positions() (m_n_kappa.Crosssection method) (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) (m_n_kappa.crosssection.CrossSectionBoundaries method) (m_n_kappa.Section method) (m_n_kappa.section.ComputationSection method) (m_n_kappa.section.ComputationSectionCurvature method) (m_n_kappa.section.ComputationSectionStrain method) StrainPosition (class in m_n_kappa.general) strains (m_n_kappa.Concrete property) (m_n_kappa.curves_m_kappa.MKappaCurvePoints property) (m_n_kappa.curves_m_n_kappa.MNKappaCurvePoints property) (m_n_kappa.Material property) (m_n_kappa.material.ConcreteCompression property) (m_n_kappa.material.ConcreteCompressionBiLinear property) (m_n_kappa.material.ConcreteCompressionNonlinear property) (m_n_kappa.material.ConcreteCompressionParabolaRectangle property) (m_n_kappa.Reinforcement property) (m_n_kappa.Steel property) stress() (m_n_kappa.material.ConcreteCompression method) (m_n_kappa.material.ConcreteCompressionBiLinear method) (m_n_kappa.material.ConcreteCompressionNonlinear method) (m_n_kappa.material.ConcreteCompressionParabolaRectangle method) stress_interception (m_n_kappa.section.ComputationSection property) (m_n_kappa.section.ComputationSectionCurvature property) (m_n_kappa.section.ComputationSectionStrain property) stress_slope (m_n_kappa.section.ComputationSection property) (m_n_kappa.section.ComputationSectionCurvature property) (m_n_kappa.section.ComputationSectionStrain property) stress_strain (m_n_kappa.Concrete property) (m_n_kappa.Material property) (m_n_kappa.Reinforcement property) (m_n_kappa.Steel property) stress_strain() (m_n_kappa.material.ConcreteCompression method) (m_n_kappa.material.ConcreteCompressionBiLinear method) (m_n_kappa.material.ConcreteCompressionNonlinear method) (m_n_kappa.material.ConcreteCompressionParabolaRectangle method) (m_n_kappa.material.ConcreteTension method) stress_strain_standard() (m_n_kappa.Reinforcement method) (m_n_kappa.Steel method) stresses (m_n_kappa.Concrete property) (m_n_kappa.Material property) (m_n_kappa.Reinforcement property) (m_n_kappa.Steel property) StressStrain (class in m_n_kappa.material) sub_cross_sections (m_n_kappa.curves_m_n_kappa.MNCurvatureCurve property) (m_n_kappa.MNCurve property) (m_n_kappa.MNKappaCurve property) (m_n_kappa.MomentAxialForce property) (m_n_kappa.MomentAxialForceCurvature property) (m_n_kappa.points.AxialForcePoint property) subtract() (m_n_kappa.matrices.Identity method) (m_n_kappa.matrices.Jacobian method) (m_n_kappa.matrices.Matrix method) (m_n_kappa.matrices.Vector method) successful (m_n_kappa.fitting.GaussNewton property) (m_n_kappa.fitting.LevenbergMarquardt property) (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.MomentAxialForce property) (m_n_kappa.MomentAxialForceCurvature property) (m_n_kappa.points.AxialForcePoint property) (m_n_kappa.points.MKappa property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.points.Point property) T target (m_n_kappa.solver.Bisection property) (m_n_kappa.solver.Newton property) (m_n_kappa.solver.Solver property) tension (m_n_kappa.Concrete property) tension_stress_strain (m_n_kappa.Reinforcement property) (m_n_kappa.Steel property) tension_stress_strain_type (m_n_kappa.Concrete property) tensor_product() (m_n_kappa.matrices.Vector method) tolerance (m_n_kappa.fitting.GaussNewton property) (m_n_kappa.fitting.LevenbergMarquardt property) top_edge (m_n_kappa.Circle property) (m_n_kappa.Crosssection property) (m_n_kappa.crosssection.ComputationCrosssection property) (m_n_kappa.crosssection.ComputationCrosssectionCurvature property) (m_n_kappa.crosssection.ComputationCrosssectionStrain property) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd property) (m_n_kappa.crosssection.CrossSectionBoundaries property) (m_n_kappa.Geometry property) (m_n_kappa.Rectangle property) (m_n_kappa.Trapezoid property) top_edge_maximum_strain (m_n_kappa.Section property) (m_n_kappa.section.ComputationSection property) (m_n_kappa.section.ComputationSectionCurvature property) (m_n_kappa.section.ComputationSectionStrain property) top_edge_minimum_strain (m_n_kappa.Section property) (m_n_kappa.section.ComputationSection property) (m_n_kappa.section.ComputationSectionCurvature property) (m_n_kappa.section.ComputationSectionStrain property) top_left_edge (m_n_kappa.Trapezoid property) top_right_edge (m_n_kappa.Trapezoid property) top_width (m_n_kappa.Trapezoid property) total_axial_force() (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) total_moment() (m_n_kappa.crosssection.ComputationCrosssection method) (m_n_kappa.crosssection.ComputationCrosssectionCurvature method) (m_n_kappa.crosssection.ComputationCrosssectionStrain method) (m_n_kappa.crosssection.ComputationCrosssectionStrainAdd method) transpose() (m_n_kappa.matrices.Identity method) (m_n_kappa.matrices.Jacobian method) (m_n_kappa.matrices.Matrix method) transversal_shear() (m_n_kappa.loading.ABCSingleSpan method) (m_n_kappa.SingleSpan method) (m_n_kappa.SingleSpanSingleLoads method) (m_n_kappa.SingleSpanUniformLoad method) transversal_shear_support_left (m_n_kappa.loading.ABCSingleSpan property) (m_n_kappa.SingleSpan property) (m_n_kappa.SingleSpanSingleLoads property) (m_n_kappa.SingleSpanUniformLoad property) transversal_shear_support_right (m_n_kappa.loading.ABCSingleSpan property) (m_n_kappa.SingleSpan property) (m_n_kappa.SingleSpanSingleLoads property) (m_n_kappa.SingleSpanUniformLoad property) Trapezoid (class in m_n_kappa) U UPEProfile (class in m_n_kappa) use_tension (m_n_kappa.Concrete property) V variable (m_n_kappa.MKappaByConstantCurvature property) (m_n_kappa.MKappaByStrainPosition property) (m_n_kappa.points.MKappa property) (m_n_kappa.points.MNByStrain property) (m_n_kappa.points.Point property) (m_n_kappa.solver.Bisection property) (m_n_kappa.solver.Newton property) (m_n_kappa.solver.Solver property) Vector (class in m_n_kappa.matrices) W w (m_n_kappa.material.ConcreteTension property) width (m_n_kappa.Rectangle property) width() (m_n_kappa.general.EffectiveWidths method) (m_n_kappa.Trapezoid method) width_interception (m_n_kappa.Rectangle property) (m_n_kappa.Trapezoid property) width_slope (m_n_kappa.Rectangle property) (m_n_kappa.Trapezoid property) wu (m_n_kappa.material.ConcreteTension property) X x_0 (m_n_kappa.fitting.GaussNewton property) (m_n_kappa.fitting.LevenbergMarquardt property) x_i (m_n_kappa.fitting.GaussNewton property) (m_n_kappa.fitting.LevenbergMarquardt property) (m_n_kappa.matrices.Jacobian property) x_n (m_n_kappa.solver.Bisection property) (m_n_kappa.solver.Newton property) (m_n_kappa.solver.Solver property) x_n_plus_1 (m_n_kappa.solver.Bisection property) (m_n_kappa.solver.Newton property) (m_n_kappa.solver.Solver property) Y yield_strain (m_n_kappa.material.ConcreteCompression property) (m_n_kappa.material.ConcreteCompressionBiLinear property) (m_n_kappa.material.ConcreteCompressionNonlinear property) (m_n_kappa.material.ConcreteCompressionParabolaRectangle property) (m_n_kappa.material.ConcreteTension property)