# -*- coding: utf-8 -*-
# Generated by the protocol buffer compiler.  DO NOT EDIT!
# NO CHECKED-IN PROTOBUF GENCODE
# source: dlubal/api/rfem/results/result_table.proto
# Protobuf Python Version: 5.28.1
"""Generated protocol buffer code."""
from google.protobuf import descriptor as _descriptor
from google.protobuf import descriptor_pool as _descriptor_pool
from google.protobuf import runtime_version as _runtime_version
from google.protobuf import symbol_database as _symbol_database
from google.protobuf.internal import builder as _builder
_runtime_version.ValidateProtobufRuntimeVersion(
    _runtime_version.Domain.PUBLIC,
    5,
    28,
    1,
    '',
    'dlubal/api/rfem/results/result_table.proto'
)
# @@protoc_insertion_point(imports)

_sym_db = _symbol_database.Default()




DESCRIPTOR = _descriptor_pool.Default().AddSerializedFile(b'\n*dlubal/api/rfem/results/result_table.proto\x12\x17\x64lubal.api.rfem.results*\xa9,\n\x0bResultTable\x12\x18\n\x14INVALID_RESULT_TABLE\x10\x00\x12\x1d\n\x19\x45RRORS_AND_WARNINGS_TABLE\x10\x01\x12L\nHNONLINEAR_STABILITY_ANALYSIS_MEMBERS_INTERNAL_FORCES_BY_MEMBER_SET_TABLE\x10y\x12I\nENONLINEAR_STABILITY_ANALYSIS_MEMBERS_INTERNAL_FORCES_BY_SECTION_TABLE\x10x\x12J\nFNONLINEAR_STABILITY_ANALYSIS_MEMBERS_INTERNAL_FORCES_DIFFERENCES_TABLE\x10u\x12\x46\nBNONLINEAR_STABILITY_ANALYSIS_MEMBERS_INTERNAL_FORCES_PRIMARY_TABLE\x10t\x12>\n:NONLINEAR_STABILITY_ANALYSIS_MEMBERS_INTERNAL_FORCES_TABLE\x10s\x12@\n<NONLINEAR_STABILITY_ANALYSIS_NODES_GLOBAL_DEFORMATIONS_TABLE\x10\x65\x12\x42\n=PUSHOVER_ANALYSIS_MEMBERS_INTERNAL_FORCES_BY_MEMBER_SET_TABLE\x10\xce\x02\x12?\n:PUSHOVER_ANALYSIS_MEMBERS_INTERNAL_FORCES_BY_SECTION_TABLE\x10\xcd\x02\x12@\n;PUSHOVER_ANALYSIS_MEMBERS_INTERNAL_FORCES_DIFFERENCES_TABLE\x10\xca\x02\x12<\n7PUSHOVER_ANALYSIS_MEMBERS_INTERNAL_FORCES_PRIMARY_TABLE\x10\xc9\x02\x12\x34\n/PUSHOVER_ANALYSIS_MEMBERS_INTERNAL_FORCES_TABLE\x10\xc8\x02\x12\x36\n1PUSHOVER_ANALYSIS_NODES_GLOBAL_DEFORMATIONS_TABLE\x10\xba\x02\x12\x42\n=SPECTRAL_ANALYSIS_MEMBERS_INTERNAL_FORCES_BY_MEMBER_SET_TABLE\x10\xc1\x01\x12?\n:SPECTRAL_ANALYSIS_MEMBERS_INTERNAL_FORCES_BY_SECTION_TABLE\x10\xc0\x01\x12@\n;SPECTRAL_ANALYSIS_MEMBERS_INTERNAL_FORCES_DIFFERENCES_TABLE\x10\xbf\x01\x12<\n7SPECTRAL_ANALYSIS_MEMBERS_INTERNAL_FORCES_PRIMARY_TABLE\x10\xbe\x01\x12\x34\n/SPECTRAL_ANALYSIS_MEMBERS_INTERNAL_FORCES_TABLE\x10\xbb\x01\x12\x36\n1SPECTRAL_ANALYSIS_NODES_GLOBAL_DEFORMATIONS_TABLE\x10\xac\x01\x12@\n<STATIC_ANALYSIS_BUILDING_STORIES_CENTRES_MASS_RIGIDITY_TABLE\x10G\x12?\n;STATIC_ANALYSIS_BUILDING_STORIES_FORCES_IN_DEEP_BEAMS_TABLE\x10I\x12@\n<STATIC_ANALYSIS_BUILDING_STORIES_FORCES_IN_SHEAR_WALLS_TABLE\x10H\x12<\n8STATIC_ANALYSIS_BUILDING_STORIES_INTERSTORY_DRIFTS_TABLE\x10\x46\x12G\nCSTATIC_ANALYSIS_BUILDING_STORIES_MEMBER_FORCES_IN_SHEAR_WALLS_TABLE\x10J\x12\x38\n4STATIC_ANALYSIS_BUILDING_STORIES_STORY_ACTIONS_TABLE\x10\x45\x12.\n*STATIC_ANALYSIS_CALCULATION_DIAGRAMS_TABLE\x10\x04\x12.\n*STATIC_ANALYSIS_CONVERGENCE_DIAGRAMS_TABLE\x10\x03\x12\x33\n/STATIC_ANALYSIS_LINES_HINGES_DEFORMATIONS_TABLE\x10\x0c\x12-\n)STATIC_ANALYSIS_LINES_HINGES_FORCES_TABLE\x10\r\x12\x35\n1STATIC_ANALYSIS_LINES_RELEASES_DEFORMATIONS_TABLE\x10\x0e\x12/\n+STATIC_ANALYSIS_LINES_RELEASES_FORCES_TABLE\x10\x0f\x12\x35\n1STATIC_ANALYSIS_LINES_SLAB_WALL_CONNECTIONS_TABLE\x10\x0b\x12.\n*STATIC_ANALYSIS_LINES_SUPPORT_FORCES_TABLE\x10\n\x12\x30\n,STATIC_ANALYSIS_MEMBERS_CONTACT_FORCES_TABLE\x10\x15\x12\x35\n1STATIC_ANALYSIS_MEMBERS_GLOBAL_DEFORMATIONS_TABLE\x10\x10\x12\x34\n0STATIC_ANALYSIS_MEMBERS_HINGE_DEFORMATIONS_TABLE\x10\x1a\x12.\n*STATIC_ANALYSIS_MEMBERS_HINGE_FORCES_TABLE\x10\x1b\x12?\n;STATIC_ANALYSIS_MEMBERS_INTERNAL_FORCES_BY_MEMBER_SET_TABLE\x10\x19\x12<\n8STATIC_ANALYSIS_MEMBERS_INTERNAL_FORCES_BY_SECTION_TABLE\x10\x18\x12=\n9STATIC_ANALYSIS_MEMBERS_INTERNAL_FORCES_DIFFERENCES_TABLE\x10\x17\x12\x39\n5STATIC_ANALYSIS_MEMBERS_INTERNAL_FORCES_PRIMARY_TABLE\x10\x16\x12\x31\n-STATIC_ANALYSIS_MEMBERS_INTERNAL_FORCES_TABLE\x10\x13\x12\x34\n0STATIC_ANALYSIS_MEMBERS_LOCAL_DEFORMATIONS_TABLE\x10\x11\x12\x42\n>STATIC_ANALYSIS_MEMBERS_LOCAL_PLASTIC_DEFORMATION_RATIOS_TABLE\x10\x12\x12)\n%STATIC_ANALYSIS_MEMBERS_STRAINS_TABLE\x10\x14\x12\x33\n/STATIC_ANALYSIS_NODES_GLOBAL_DEFORMATIONS_TABLE\x10\x05\x12\x34\n0STATIC_ANALYSIS_NODES_RELEASE_DEFORMATIONS_TABLE\x10\x08\x12.\n*STATIC_ANALYSIS_NODES_RELEASE_FORCES_TABLE\x10\t\x12.\n*STATIC_ANALYSIS_NODES_SUPPORT_FORCES_TABLE\x10\x06\x12\x43\n?STATIC_ANALYSIS_NODES_SUPPORT_FORCES_WITH_FOUNDATION_LOAD_TABLE\x10\x07\x12\x36\n2STATIC_ANALYSIS_SOLIDS_BASIC_PLASTIC_STRAINS_TABLE\x10\x41\x12/\n+STATIC_ANALYSIS_SOLIDS_BASIC_STRESSES_TABLE\x10;\x12\x34\n0STATIC_ANALYSIS_SOLIDS_BASIC_TOTAL_STRAINS_TABLE\x10>\x12-\n)STATIC_ANALYSIS_SOLIDS_DEFORMATIONS_TABLE\x10:\x12;\n7STATIC_ANALYSIS_SOLIDS_EQUIVALENT_PLASTIC_STRAINS_TABLE\x10\x43\x12\x34\n0STATIC_ANALYSIS_SOLIDS_EQUIVALENT_STRESSES_TABLE\x10=\x12\x39\n5STATIC_ANALYSIS_SOLIDS_EQUIVALENT_TOTAL_STRAINS_TABLE\x10@\x12/\n+STATIC_ANALYSIS_SOLIDS_GAS_QUANTITIES_TABLE\x10\x44\x12:\n6STATIC_ANALYSIS_SOLIDS_PRINCIPAL_PLASTIC_STRAINS_TABLE\x10\x42\x12\x33\n/STATIC_ANALYSIS_SOLIDS_PRINCIPAL_STRESSES_TABLE\x10<\x12\x38\n4STATIC_ANALYSIS_SOLIDS_PRINCIPAL_TOTAL_STRAINS_TABLE\x10?\x12!\n\x1dSTATIC_ANALYSIS_SUMMARY_TABLE\x10\x02\x12\x38\n4STATIC_ANALYSIS_SURFACES_BASIC_INTERNAL_FORCES_TABLE\x10\x1e\x12\x38\n4STATIC_ANALYSIS_SURFACES_BASIC_PLASTIC_STRAINS_TABLE\x10\x30\x12\x31\n-STATIC_ANALYSIS_SURFACES_BASIC_STRESSES_TABLE\x10!\x12\x36\n2STATIC_ANALYSIS_SURFACES_BASIC_TOTAL_STRAINS_TABLE\x10)\x12\x33\n/STATIC_ANALYSIS_SURFACES_CONTACT_STRESSES_TABLE\x10\x37\x12\x39\n5STATIC_ANALYSIS_SURFACES_DESIGN_INTERNAL_FORCES_TABLE\x10 \x12<\n8STATIC_ANALYSIS_SURFACES_ELASTIC_STRESS_COMPONENTS_TABLE\x10$\x12\x42\n>STATIC_ANALYSIS_SURFACES_EQUIVALENT_PLASTIC_STRAINS_BACH_TABLE\x10\x36\x12\x43\n?STATIC_ANALYSIS_SURFACES_EQUIVALENT_PLASTIC_STRAINS_MISES_TABLE\x10\x33\x12\x45\nASTATIC_ANALYSIS_SURFACES_EQUIVALENT_PLASTIC_STRAINS_RANKINE_TABLE\x10\x35\x12\x44\n@STATIC_ANALYSIS_SURFACES_EQUIVALENT_PLASTIC_STRAINS_TRESCA_TABLE\x10\x34\x12;\n7STATIC_ANALYSIS_SURFACES_EQUIVALENT_STRESSES_BACH_TABLE\x10(\x12<\n8STATIC_ANALYSIS_SURFACES_EQUIVALENT_STRESSES_MISES_TABLE\x10%\x12>\n:STATIC_ANALYSIS_SURFACES_EQUIVALENT_STRESSES_RANKINE_TABLE\x10\'\x12=\n9STATIC_ANALYSIS_SURFACES_EQUIVALENT_STRESSES_TRESCA_TABLE\x10&\x12@\n<STATIC_ANALYSIS_SURFACES_EQUIVALENT_TOTAL_STRAINS_BACH_TABLE\x10/\x12\x41\n=STATIC_ANALYSIS_SURFACES_EQUIVALENT_TOTAL_STRAINS_MISES_TABLE\x10,\x12\x43\n?STATIC_ANALYSIS_SURFACES_EQUIVALENT_TOTAL_STRAINS_RANKINE_TABLE\x10.\x12\x42\n>STATIC_ANALYSIS_SURFACES_EQUIVALENT_TOTAL_STRAINS_TRESCA_TABLE\x10-\x12\x36\n2STATIC_ANALYSIS_SURFACES_GLOBAL_DEFORMATIONS_TABLE\x10\x1c\x12\x35\n1STATIC_ANALYSIS_SURFACES_LOCAL_DEFORMATIONS_TABLE\x10\x1d\x12:\n6STATIC_ANALYSIS_SURFACES_MAXIMUM_PLASTIC_STRAINS_TABLE\x10\x32\x12\x38\n4STATIC_ANALYSIS_SURFACES_MAXIMUM_TOTAL_STRAINS_TABLE\x10+\x12<\n8STATIC_ANALYSIS_SURFACES_PRINCIPAL_INTERNAL_FORCES_TABLE\x10\x1f\x12<\n8STATIC_ANALYSIS_SURFACES_PRINCIPAL_PLASTIC_STRAINS_TABLE\x10\x31\x12\x35\n1STATIC_ANALYSIS_SURFACES_PRINCIPAL_STRESSES_TABLE\x10#\x12:\n6STATIC_ANALYSIS_SURFACES_PRINCIPAL_TOTAL_STRAINS_TABLE\x10*\x12\x46\nATIME_HISTORY_ANALYSIS_MEMBERS_INTERNAL_FORCES_BY_MEMBER_SET_TABLE\x10\x83\x02\x12\x43\n>TIME_HISTORY_ANALYSIS_MEMBERS_INTERNAL_FORCES_BY_SECTION_TABLE\x10\x82\x02\x12\x44\n?TIME_HISTORY_ANALYSIS_MEMBERS_INTERNAL_FORCES_DIFFERENCES_TABLE\x10\xff\x01\x12@\n;TIME_HISTORY_ANALYSIS_MEMBERS_INTERNAL_FORCES_PRIMARY_TABLE\x10\xfe\x01\x12\x38\n3TIME_HISTORY_ANALYSIS_MEMBERS_INTERNAL_FORCES_TABLE\x10\xfd\x01\x12:\n5TIME_HISTORY_ANALYSIS_NODES_GLOBAL_DEFORMATIONS_TABLE\x10\xed\x01\x62\x06proto3')

_globals = globals()
_builder.BuildMessageAndEnumDescriptors(DESCRIPTOR, _globals)
_builder.BuildTopDescriptorsAndMessages(DESCRIPTOR, 'dlubal.api.rfem.results.result_table_pb2', _globals)
if not _descriptor._USE_C_DESCRIPTORS:
  DESCRIPTOR._loaded_options = None
  _globals['_RESULTTABLE']._serialized_start=72
  _globals['_RESULTTABLE']._serialized_end=5745
# @@protoc_insertion_point(module_scope)
