Index

_

__add__() (Envelopes method)

__call__() (SectionEI method)

A

abag_bdouble_aw (VehicleLibrary.AU attribute) abag_semitrailer_aw (VehicleLibrary.AU attribute) add() (LoadCases method) add_all_spans_udl() (LoadCase method) (LoadCases method) add_bridge() (BridgeAnalysis method) add_case() (LoadCases method) add_ic() (BeamAnalysis method) (LoadCase method) (LoadCases method) add_LM() (in module pycba.load) add_load() (Beam method) (LoadCase method) (LoadCases method) add_member() (Beam method) add_ml() (BeamAnalysis method) (LoadCase method) (LoadCases method) add_pl() (BeamAnalysis method) (LoadCase method) (LoadCases method) add_pudl() (BeamAnalysis method) (LoadCase method) (LoadCases method) add_segment() (SectionEI method) add_segment_udl() (LoadCase method) (LoadCases method)

add_span() (Beam method) add_span_udl() (LoadCases method) add_trap() (BeamAnalysis method) (LoadCase method) (LoadCases method) add_udl() (BeamAnalysis method) (LoadCase method) (LoadCases method) add_vehicle() (BridgeAnalysis method) additive_envelope() (in module pycba.load_cases) analyse() (LoadCombination method) analyse_combination() (LoadCases method) analyse_load_case() (in module pycba.load_cases) analyze() (BeamAnalysis method) (LoadCombination method) (LoadPattern method) (NonlinearBeamAnalysis method) analyze_combination() (LoadCases method) analyze_load_case() (in module pycba.load_cases) analyze_moving() (NonlinearBeamAnalysis method) animate() (BridgeAnalysis method) append() (LoadCases method) at() (BeamAnalysis method) (BeamResults method) (Envelopes method) augment() (Envelopes method) auto_subdivisions() (in module pycba.foundation)

B

beam (BeamAnalysis property) Beam (class in pycba.beam) beam_results (BeamAnalysis property) BeamAnalysis (class in pycba.analysis)

BeamPlotter (class in pycba.render) BeamResults (class in pycba.results) breakpoints (SectionEI property) BridgeAnalysis (class in pycba.bridge) build_pycba_model() (in module pycba.load_cases)

C

case() (LoadCases method) cases (LoadCases property) characteristic_length() (in module pycba.foundation) collapse_lambda (NonlinearResult attribute) collapsed (NonlinearResult attribute) collect_response_matrix() (in module pycba.load_cases)

combine() (Envelopes class method) (LoadCases method) combined_loads() (LoadCases method) CompoundParabola (class in pycba.prestress) create_ils() (InfluenceLines method) critical_values() (BridgeAnalysis method)

D

deflection_curve() (BeamResults method) diagram_figure() (in module pycba.plotting)

DistLoad (class in pycba.render) DoubleHarp (class in pycba.prestress)

E

envelope() (LoadCases method) (LoadCombination method) envelope_figure() (in module pycba.plotting) Envelopes (class in pycba.results)

envelopes_ratios() (BridgeAnalysis method) equivalent_loads() (in module pycba.prestress) event_type (HingeEvent attribute) extend() (LoadCases method)

F

f (ModalResults attribute) factor_LM() (in module pycba.load) factor_vector() (LoadCombination method) factors() (LoadCases method)

final_moments (NonlinearResult attribute) final_R (NonlinearResult attribute) fmt_distributed() (UnitSystem method) FoundationElement (class in pycba.foundation) from_beam_analysis() (Envelopes class method)

G

get_300la() (VehicleLibrary.AU static method) get_a160() (VehicleLibrary.AU static method) get_abag_bdouble() (VehicleLibrary.AU class method) get_abag_semitrailer() (VehicleLibrary.AU class method) get_backend() (in module pycba.plotting) get_cl625() (VehicleLibrary.CA static method) get_cnl() (LoadIC method) (LoadMaMb method) (LoadML method) (LoadPL method) (LoadPUDL method) (LoadTrapez method) (LoadUDL method) get_cooper() (VehicleLibrary.US static method) get_example_permit() (VehicleLibrary.AU static method) get_hb() (VehicleLibrary.UK static method) get_hl93_tandem() (VehicleLibrary.US static method) get_hl93_truck() (VehicleLibrary.US static method) get_il() (InfluenceLines method) get_jtg_vehicle() (VehicleLibrary.CN static method) get_la_rail() (VehicleLibrary.AU static method) get_lm1() (VehicleLibrary.EU static method) get_lm71() (VehicleLibrary.EU static method) get_local_span_coords() (Beam method)

get_m1600() (VehicleLibrary.AU static method) get_mbr_results() (LoadIC method) (LoadMaMb method) (LoadML method) (LoadPL method) (LoadPUDL method) (LoadTrapez method) (LoadUDL method) get_ms18() (VehicleLibrary.AU static method) get_ref() (Beam method) (Load method) (LoadIC method) (LoadMaMb method) (LoadML method) (LoadPL method) (LoadPUDL method) (LoadTrapez method) (LoadUDL method) get_s1600() (VehicleLibrary.AU static method) get_span_k() (Beam method) get_t44() (VehicleLibrary.AU static method) get_units() (in module pycba.units) get_validation_truck() (VehicleLibrary static method) get_w80() (VehicleLibrary.AU static method)

H

H() (Load method) (LoadIC method) (LoadMaMb method) (LoadML method) (LoadPL method) (LoadPUDL method) (LoadTrapez method) (LoadUDL method)

Harp (class in pycba.prestress) Hinge (class in pycba.render) hinge_events (NonlinearResult attribute) HingeEvent (class in pycba.nonlinear)

I

InfluenceLines (class in pycba.inf_lines)

is_constant (SectionEI property) is_stable() (BeamAnalysis method)

K

k_FF() (Beam method) k_FF_timo() (Beam method) k_FP() (Beam method) k_nonprismatic() (Beam method)

k_PF() (Beam method) k_PP() (Beam method) k_theta() (Beam method) k_timoshenko() (Beam method) kappa_imp() (LoadIC method)

L

lambda_history (NonlinearResult attribute) length (Beam property) (SectionEI property) length_axis() (UnitSystem method) linear_combination() (LoadCases method) Load (class in pycba.load) load_factor (HingeEvent attribute) load_positions() (LoadCases method) LoadCase (class in pycba.load_cases) LoadCases (class in pycba.load_cases) LoadCombination (class in pycba.load_cases)

LoadIC (class in pycba.load) LoadMaMb (class in pycba.load) LoadMatrix (in module pycba.load) LoadML (class in pycba.load) LoadPattern (class in pycba.pattern) LoadPL (class in pycba.load) LoadPUDL (class in pycba.load) loads (Beam property) LoadTrapez (class in pycba.load) LoadUDL (class in pycba.load) location (HingeEvent attribute)

M

make_patterned_udl() (in module pycba.load_cases) make_span_udl_cases() (in module pycba.load_cases) make_train() (in module pycba.vehicle) MB() (Load method) (LoadIC method) (LoadMaMb method) (LoadML method) (LoadPL method) (LoadPUDL method) (LoadTrapez method) (LoadUDL method) Mco_Vmax (Envelopes attribute) Mco_Vmin (Envelopes attribute) modal() (BeamAnalysis method) ModalResults (class in pycba.modal) mode_shape() (ModalResults method) module pycba.analysis pycba.beam pycba.bridge pycba.foundation pycba.inf_lines pycba.load pycba.load_cases pycba.modal pycba.nonlinear pycba.pattern pycba.plotting pycba.prestress pycba.render pycba.results pycba.section pycba.units pycba.utils pycba.vehicle

moment_history (NonlinearResult attribute) MomentLoad (class in pycba.render)

N

n_modes (ModalResults attribute) names (LoadCases property) no_fixed_restraints (Beam property) no_members (Beam property) no_restraints (Beam property)

no_spans (Beam property) node_coords (NonlinearResult attribute) node_index (HingeEvent attribute) NonlinearBeamAnalysis (class in pycba.nonlinear) NonlinearResult (class in pycba.nonlinear)

O

omega (ModalResults attribute)

P

Parabola (class in pycba.prestress) parse_beam_string() (in module pycba.utils) parse_LM() (in module pycba.load) per_span() (Envelopes method) periods (ModalResults attribute) phi (ModalResults attribute) pieces (SectionEI property) plot() (Beam method) (Envelopes method) (SectionEI method) (Vehicle method) plot_beam() (BeamAnalysis method) plot_beam_state() (NonlinearResult method) plot_bmd() (BeamAnalysis method) plot_coincidents() (Envelopes method) plot_collapse() (NonlinearResult method) plot_dsd() (BeamAnalysis method) plot_envelopes() (BridgeAnalysis method) plot_hinge_history() (NonlinearResult method) plot_il() (InfluenceLines method) plot_load_patterns() (in module pycba.load_cases) plot_modes() (ModalResults method) plot_moments() (NonlinearResult method) plot_ratios() (BridgeAnalysis method) plot_reactions() (BeamAnalysis method) plot_response_envelope() (in module pycba.load_cases) plot_results() (BeamAnalysis method) (ModalResults method) plot_sfd() (BeamAnalysis method) plot_static() (BridgeAnalysis method) plot_tendon() (in module pycba.prestress) plot_vehicle() (in module pycba.vehicle) (VehicleLibrary static method) PointLoad (class in pycba.render) prescribed_displacements (Beam property)

pycba.analysis module pycba.beam module pycba.bridge module pycba.foundation module pycba.inf_lines module pycba.load module pycba.load_cases module pycba.modal module pycba.nonlinear module pycba.pattern module pycba.plotting module pycba.prestress module pycba.render module pycba.results module pycba.section module pycba.units module pycba.utils module pycba.vehicle module

R

recover() (FoundationElement method) ref() (FoundationElement method) render_mpl() (BeamPlotter method) render_reactions_mpl() (BeamPlotter method) render_tikz() (BeamPlotter method) resolve() (in module pycba.units) resolve_backend() (in module pycba.plotting)

resolve_shear_points() (in module pycba.bridge) response() (LoadCombination method) response_matrix() (LoadCases method) restraints (Beam property) results_figure() (in module pycba.plotting) reverse() (Vehicle method) run_load_model() (BridgeAnalysis method) run_vehicle() (BridgeAnalysis method)

S

save_tikz() (Beam method) (BeamPlotter method) SectionEI (class in pycba.section) set() (LoadCases method) set_backend() (in module pycba.plotting) set_bridge() (BridgeAnalysis method) set_dead_loads() (LoadPattern method) set_live_loads() (LoadPattern method) set_loads() (BeamAnalysis method)

set_units() (in module pycba.units) set_vehicle() (BridgeAnalysis method) sign_selective_envelope() (in module pycba.load_cases) solve_modal() (in module pycba.modal) static_vehicle() (BridgeAnalysis method) structure_version (Beam property) sum() (Envelopes method) Support (class in pycba.render) support_coords (NonlinearResult attribute) supports_to_R() (in module pycba.utils)

T

target_combination() (LoadCases method) to_csv() (BeamAnalysis method) (BeamResults method) (Envelopes method) to_dataframe() (BeamAnalysis method) (BeamResults method) (Envelopes method)

to_LM() (LoadCase method) (LoadCases method) (LoadCombination method) (LoadPattern method) to_load_case() (LoadCombination method) to_load_cases() (LoadPattern method) to_tikz() (Beam method)

U

UnitSystem (class in pycba.units)

V

validate_length() (SectionEI method) Vco_Mmax (Envelopes attribute) Vco_Mmin (Envelopes attribute) Vehicle (class in pycba.vehicle) VehicleLibrary (class in pycba.vehicle)

VehicleLibrary.AU (class in pycba.vehicle) VehicleLibrary.CA (class in pycba.vehicle) VehicleLibrary.CN (class in pycba.vehicle) VehicleLibrary.EU (class in pycba.vehicle) VehicleLibrary.UK (class in pycba.vehicle) VehicleLibrary.US (class in pycba.vehicle)

X

x (Envelopes attribute) (ModalResults attribute)

Z

zero_like() (Envelopes class method)