# -*- 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 = 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SS_RANGES_ON_DEEP_BEAMS_BY_SECTION_TABLE\x10\xd3\x04\x12\x46\nASTRESS_ANALYSIS_STRESS_RANGES_ON_DEEP_BEAMS_BY_STRESS_POINT_TABLE\x10\xd5\x04\x12G\nBSTRESS_ANALYSIS_STRESS_RANGES_ON_MEMBERS_BY_DESIGN_SITUATION_TABLE\x10\xb8\x04\x12?\n:STRESS_ANALYSIS_STRESS_RANGES_ON_MEMBERS_BY_LOCATION_TABLE\x10\xbc\x04\x12?\n:STRESS_ANALYSIS_STRESS_RANGES_ON_MEMBERS_BY_MATERIAL_TABLE\x10\xb9\x04\x12\x41\n<STRESS_ANALYSIS_STRESS_RANGES_ON_MEMBERS_BY_MEMBER_SET_TABLE\x10\xb7\x04\x12=\n8STRESS_ANALYSIS_STRESS_RANGES_ON_MEMBERS_BY_MEMBER_TABLE\x10\xba\x04\x12>\n9STRESS_ANALYSIS_STRESS_RANGES_ON_MEMBERS_BY_SECTION_TABLE\x10\xbb\x04\x12\x43\n>STRESS_ANALYSIS_STRESS_RANGES_ON_MEMBERS_BY_STRESS_POINT_TABLE\x10\xbd\x04\x12V\nQSTRESS_ANALYSIS_STRESS_RANGES_ON_MEMBER_REPRESENTATIVES_BY_DESIGN_SITUATION_TABLE\x10\xbe\x04\x12N\nISTRESS_ANALYSIS_STRESS_RANGES_ON_MEMBER_REPRESENTATIVES_BY_LOCATION_TABLE\x10\xc2\x04\x12N\nISTRESS_ANALYSIS_STRESS_RANGES_ON_MEMBER_REPRESENTATIVES_BY_MATERIAL_TABLE\x10\xbf\x04\x12[\nVSTRESS_ANALYSIS_STRESS_RANGES_ON_MEMBER_REPRESENTATIVES_BY_MEMBER_REPRESENTATIVE_TABLE\x10\xc0\x04\x12M\nHSTRESS_ANALYSIS_STRESS_RANGES_ON_MEMBER_REPRESENTATIVES_BY_SECTION_TABLE\x10\xc1\x04\x12R\nMSTRESS_ANALYSIS_STRESS_RANGES_ON_MEMBER_REPRESENTATIVES_BY_STRESS_POINT_TABLE\x10\xc3\x04\x12Z\nUSTRESS_ANALYSIS_STRESS_RANGES_ON_MEMBER_SET_REPRESENTATIVES_BY_DESIGN_SITUATION_TABLE\x10\xc4\x04\x12R\nMSTRESS_ANALYSIS_STRESS_RANGES_ON_MEMBER_SET_REPRESENTATIVES_BY_LOCATION_TABLE\x10\xc8\x04\x12R\nMSTRESS_ANALYSIS_STRESS_RANGES_ON_MEMBER_SET_REPRESENTATIVES_BY_MATERIAL_TABLE\x10\xc5\x04\x12\x63\n^STRESS_ANALYSIS_STRESS_RANGES_ON_MEMBER_SET_REPRESENTATIVES_BY_MEMBER_SET_REPRESENTATIVE_TABLE\x10\xc6\x04\x12Q\nLSTRESS_ANALYSIS_STRESS_RANGES_ON_MEMBER_SET_REPRESENTATIVES_BY_SECTION_TABLE\x10\xc7\x04\x12V\nQSTRESS_ANALYSIS_STRESS_RANGES_ON_MEMBER_SET_REPRESENTATIVES_BY_STRESS_POINT_TABLE\x10\xc9\x04\x12K\nFSTRESS_ANALYSIS_STRESS_RANGES_ON_SHEAR_WALLS_BY_DESIGN_SITUATION_TABLE\x10\xca\x04\x12\x43\n>STRESS_ANALYSIS_STRESS_RANGES_ON_SHEAR_WALLS_BY_LOCATION_TABLE\x10\xce\x04\x12\x43\n>STRESS_ANALYSIS_STRESS_RANGES_ON_SHEAR_WALLS_BY_MATERIAL_TABLE\x10\xcb\x04\x12\x42\n=STRESS_ANALYSIS_STRESS_RANGES_ON_SHEAR_WALLS_BY_SECTION_TABLE\x10\xcd\x04\x12\x45\n@STRESS_ANALYSIS_STRESS_RANGES_ON_SHEAR_WALLS_BY_SHEAR_WALL_TABLE\x10\xcc\x04\x12G\nBSTRESS_ANALYSIS_STRESS_RANGES_ON_SHEAR_WALLS_BY_STRESS_POINT_TABLE\x10\xcf\x04\x12I\nDSTRESS_ANALYSIS_STRESS_RANGE_ON_LINE_WELDS_BY_DESIGN_SITUATION_TABLE\x10\xe2\x04\x12=\n8STRESS_ANALYSIS_STRESS_RANGE_ON_LINE_WELDS_BY_LINE_TABLE\x10\xe3\x04\x12\x41\n<STRESS_ANALYSIS_STRESS_RANGE_ON_LINE_WELDS_BY_LOCATION_TABLE\x10\xe4\x04\x12\x45\n@STRESS_ANALYSIS_STRESS_RANGE_ON_SOLIDS_BY_DESIGN_SITUATION_TABLE\x10\xdc\x04\x12=\n8STRESS_ANALYSIS_STRESS_RANGE_ON_SOLIDS_BY_LOCATION_TABLE\x10\xdf\x04\x12=\n8STRESS_ANALYSIS_STRESS_RANGE_ON_SOLIDS_BY_MATERIAL_TABLE\x10\xdd\x04\x12>\n9STRESS_ANALYSIS_STRESS_RANGE_ON_SOLIDS_BY_SOLID_SET_TABLE\x10\xe1\x04\x12:\n5STRESS_ANALYSIS_STRESS_RANGE_ON_SOLIDS_BY_SOLID_TABLE\x10\xe0\x04\x12<\n7STRESS_ANALYSIS_STRESS_RANGE_ON_SOLIDS_BY_SURFACE_TABLE\x10\xde\x04\x12G\nBSTRESS_ANALYSIS_STRESS_RANGE_ON_SURFACES_BY_DESIGN_SITUATION_TABLE\x10\xd6\x04\x12?\n:STRESS_ANALYSIS_STRESS_RANGE_ON_SURFACES_BY_LOCATION_TABLE\x10\xd9\x04\x12?\n:STRESS_ANALYSIS_STRESS_RANGE_ON_SURFACES_BY_MATERIAL_TABLE\x10\xd7\x04\x12\x42\n=STRESS_ANALYSIS_STRESS_RANGE_ON_SURFACES_BY_SURFACE_SET_TABLE\x10\xdb\x04\x12>\n9STRESS_ANALYSIS_STRESS_RANGE_ON_SURFACES_BY_SURFACE_TABLE\x10\xda\x04\x12@\n;STRESS_ANALYSIS_STRESS_RANGE_ON_SURFACES_BY_THICKNESS_TABLE\x10\xd8\x04\x12\x45\n@TIMBER_DESIGN_BEAM_PANELS_BEAM_DESIGN_RATIOS_BY_BEAM_PANEL_TABLE\x10\xd7\x07\x12M\nHTIMBER_DESIGN_BEAM_PANELS_BEAM_DESIGN_RATIOS_BY_CONSTRUCTION_STAGE_TABLE\x10\xd2\x07\x12K\nFTIMBER_DESIGN_BEAM_PANELS_BEAM_DESIGN_RATIOS_BY_DESIGN_SITUATION_TABLE\x10\xd3\x07\x12\x42\n=TIMBER_DESIGN_BEAM_PANELS_BEAM_DESIGN_RATIOS_BY_LOADING_TABLE\x10\xd4\x07\x12\x43\n>TIMBER_DESIGN_BEAM_PANELS_BEAM_DESIGN_RATIOS_BY_LOCATION_TABLE\x10\xda\x07\x12\x43\n>TIMBER_DESIGN_BEAM_PANELS_BEAM_DESIGN_RATIOS_BY_MATERIAL_TABLE\x10\xd5\x07\x12\x45\n@TIMBER_DESIGN_BEAM_PANELS_BEAM_DESIGN_RATIOS_BY_MEMBER_SET_TABLE\x10\xd9\x07\x12\x41\n<TIMBER_DESIGN_BEAM_PANELS_BEAM_DESIGN_RATIOS_BY_MEMBER_TABLE\x10\xd8\x07\x12\x42\n=TIMBER_DESIGN_BEAM_PANELS_BEAM_DESIGN_RATIOS_BY_SECTION_TABLE\x10\xd6\x07\x12K\nFTIMBER_DESIGN_BEAM_PANELS_CONNECTORS_DESIGN_RATIOS_BY_BEAM_PANEL_TABLE\x10\xe6\x07\x12Q\nLTIMBER_DESIGN_BEAM_PANELS_CONNECTORS_DESIGN_RATIOS_BY_DESIGN_SITUATION_TABLE\x10\xe4\x07\x12\x45\n@TIMBER_DESIGN_BEAM_PANELS_CONNECTORS_DESIGN_RATIOS_BY_LINE_TABLE\x10\xe7\x07\x12H\nCTIMBER_DESIGN_BEAM_PANELS_CONNECTORS_DESIGN_RATIOS_BY_LOADING_TABLE\x10\xe5\x07\x12I\nDTIMBER_DESIGN_BEAM_PANELS_CONNECTORS_DESIGN_RATIOS_BY_LOCATION_TABLE\x10\xe8\x07\x12J\nETIMBER_DESIGN_BEAM_PANELS_SHEATHING_DESIGN_RATIOS_BY_BEAM_PANEL_TABLE\x10\xe0\x07\x12R\nMTIMBER_DESIGN_BEAM_PANELS_SHEATHING_DESIGN_RATIOS_BY_CONSTRUCTION_STAGE_TABLE\x10\xdb\x07\x12P\nKTIMBER_DESIGN_BEAM_PANELS_SHEATHING_DESIGN_RATIOS_BY_DESIGN_SITUATION_TABLE\x10\xdc\x07\x12G\nBTIMBER_DESIGN_BEAM_PANELS_SHEATHING_DESIGN_RATIOS_BY_LOADING_TABLE\x10\xdd\x07\x12H\nCTIMBER_DESIGN_BEAM_PANELS_SHEATHING_DESIGN_RATIOS_BY_LOCATION_TABLE\x10\xe3\x07\x12H\nCTIMBER_DESIGN_BEAM_PANELS_SHEATHING_DESIGN_RATIOS_BY_MATERIAL_TABLE\x10\xde\x07\x12K\nFTIMBER_DESIGN_BEAM_PANELS_SHEATHING_DESIGN_RATIOS_BY_SURFACE_SET_TABLE\x10\xe1\x07\x12G\nBTIMBER_DESIGN_BEAM_PANELS_SHEATHING_DESIGN_RATIOS_BY_SURFACE_TABLE\x10\xe2\x07\x12I\nDTIMBER_DESIGN_BEAM_PANELS_SHEATHING_DESIGN_RATIOS_BY_THICKNESS_TABLE\x10\xdf\x07\x12G\nBTIMBER_DESIGN_DEEP_BEAMS_DESIGN_RATIOS_BY_CONSTRUCTION_STAGE_TABLE\x10\xc3\x07\x12>\n9TIMBER_DESIGN_DEEP_BEAMS_DESIGN_RATIOS_BY_DEEP_BEAM_TABLE\x10\xc8\x07\x12\x45\n@TIMBER_DESIGN_DEEP_BEAMS_DESIGN_RATIOS_BY_DESIGN_SITUATION_TABLE\x10\xc4\x07\x12<\n7TIMBER_DESIGN_DEEP_BEAMS_DESIGN_RATIOS_BY_LOADING_TABLE\x10\xc5\x07\x12=\n8TIMBER_DESIGN_DEEP_BEAMS_DESIGN_RATIOS_BY_LOCATION_TABLE\x10\xc9\x07\x12=\n8TIMBER_DESIGN_DEEP_BEAMS_DESIGN_RATIOS_BY_MATERIAL_TABLE\x10\xc6\x07\x12<\n7TIMBER_DESIGN_DEEP_BEAMS_DESIGN_RATIOS_BY_SECTION_TABLE\x10\xc7\x07\x12\x44\n?TIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_DEEP_BEAM_ENDS_TABLE\x10\xf8\x07\x12?\n:TIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_DEEP_BEAM_TABLE\x10\xf7\x07\x12\x41\n<TIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_MEMBER_ENDS_TABLE\x10\xee\x07\x12P\nKTIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_MEMBER_REPRESENTATIVE_ENDS_TABLE\x10\xf2\x07\x12K\nFTIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_MEMBER_REPRESENTATIVE_TABLE\x10\xf1\x07\x12\x45\n@TIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_MEMBER_SET_ENDS_TABLE\x10\xf0\x07\x12T\nOTIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_MEMBER_SET_REPRESENTATIVE_ENDS_TABLE\x10\xf4\x07\x12O\nJTIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_MEMBER_SET_REPRESENTATIVE_TABLE\x10\xf3\x07\x12@\n;TIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_MEMBER_SET_TABLE\x10\xef\x07\x12<\n7TIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_MEMBER_TABLE\x10\xed\x07\x12\x45\n@TIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_SHEAR_WALL_ENDS_TABLE\x10\xf6\x07\x12@\n;TIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_SHEAR_WALL_TABLE\x10\xf5\x07\x12\x41\n<TIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_SURFACE_SET_TABLE\x10\xfa\x07\x12=\n8TIMBER_DESIGN_GOVERNING_INTERNAL_FORCES_BY_SURFACE_TABLE\x10\xf9\x07\x12*\n%TIMBER_DESIGN_GOVERNING_LOADING_TABLE\x10\xfb\x07\x12\x44\n?TIMBER_DESIGN_MEMBERS_DESIGN_RATIOS_BY_CONSTRUCTION_STAGE_TABLE\x10\xa6\x07\x12\x42\n=TIMBER_DESIGN_MEMBERS_DESIGN_RATIOS_BY_DESIGN_SITUATION_TABLE\x10\xa7\x07\x12\x39\n4TIMBER_DESIGN_MEMBERS_DESIGN_RATIOS_BY_LOADING_TABLE\x10\xa8\x07\x12:\n5TIMBER_DESIGN_MEMBERS_DESIGN_RATIOS_BY_LOCATION_TABLE\x10\xad\x07\x12:\n5TIMBER_DESIGN_MEMBERS_DESIGN_RATIOS_BY_MATERIAL_TABLE\x10\xa9\x07\x12<\n7TIMBER_DESIGN_MEMBERS_DESIGN_RATIOS_BY_MEMBER_SET_TABLE\x10\xac\x07\x12\x38\n3TIMBER_DESIGN_MEMBERS_DESIGN_RATIOS_BY_MEMBER_TABLE\x10\xab\x07\x12\x39\n4TIMBER_DESIGN_MEMBERS_DESIGN_RATIOS_BY_SECTION_TABLE\x10\xaa\x07\x12S\nNTIMBER_DESIGN_MEMBER_REPRESENTATIVES_DESIGN_RATIOS_BY_CONSTRUCTION_STAGE_TABLE\x10\xae\x07\x12Q\nLTIMBER_DESIGN_MEMBER_REPRESENTATIVES_DESIGN_RATIOS_BY_DESIGN_SITUATION_TABLE\x10\xaf\x07\x12H\nCTIMBER_DESIGN_MEMBER_REPRESENTATIVES_DESIGN_RATIOS_BY_LOADING_TABLE\x10\xb0\x07\x12I\nDTIMBER_DESIGN_MEMBER_REPRESENTATIVES_DESIGN_RATIOS_BY_LOCATION_TABLE\x10\xb4\x07\x12I\nDTIMBER_DESIGN_MEMBER_REPRESENTATIVES_DESIGN_RATIOS_BY_MATERIAL_TABLE\x10\xb1\x07\x12V\nQTIMBER_DESIGN_MEMBER_REPRESENTATIVES_DESIGN_RATIOS_BY_MEMBER_REPRESENTATIVE_TABLE\x10\xb3\x07\x12H\nCTIMBER_DESIGN_MEMBER_REPRESENTATIVES_DESIGN_RATIOS_BY_SECTION_TABLE\x10\xb2\x07\x12W\nRTIMBER_DESIGN_MEMBER_SET_REPRESENTATIVES_DESIGN_RATIOS_BY_CONSTRUCTION_STAGE_TABLE\x10\xb5\x07\x12U\nPTIMBER_DESIGN_MEMBER_SET_REPRESENTATIVES_DESIGN_RATIOS_BY_DESIGN_SITUATION_TABLE\x10\xb6\x07\x12L\nGTIMBER_DESIGN_MEMBER_SET_REPRESENTATIVES_DESIGN_RATIOS_BY_LOADING_TABLE\x10\xb7\x07\x12M\nHTIMBER_DESIGN_MEMBER_SET_REPRESENTATIVES_DESIGN_RATIOS_BY_LOCATION_TABLE\x10\xbb\x07\x12M\nHTIMBER_DESIGN_MEMBER_SET_REPRESENTATIVES_DESIGN_RATIOS_BY_MATERIAL_TABLE\x10\xb8\x07\x12^\nYTIMBER_DESIGN_MEMBER_SET_REPRESENTATIVES_DESIGN_RATIOS_BY_MEMBER_SET_REPRESENTATIVE_TABLE\x10\xba\x07\x12L\nGTIMBER_DESIGN_MEMBER_SET_REPRESENTATIVES_DESIGN_RATIOS_BY_SECTION_TABLE\x10\xb9\x07\x12\x35\n0TIMBER_DESIGN_OVERVIEW_ERRORS_AND_WARNINGS_TABLE\x10\xfd\x07\x12\x37\n2TIMBER_DESIGN_OVERVIEW_NOT_VALID_DEACTIVATED_TABLE\x10\xfc\x07\x12H\nCTIMBER_DESIGN_SHEAR_WALLS_DESIGN_RATIOS_BY_CONSTRUCTION_STAGE_TABLE\x10\xbc\x07\x12\x46\nATIMBER_DESIGN_SHEAR_WALLS_DESIGN_RATIOS_BY_DESIGN_SITUATION_TABLE\x10\xbd\x07\x12=\n8TIMBER_DESIGN_SHEAR_WALLS_DESIGN_RATIOS_BY_LOADING_TABLE\x10\xbe\x07\x12>\n9TIMBER_DESIGN_SHEAR_WALLS_DESIGN_RATIOS_BY_LOCATION_TABLE\x10\xc2\x07\x12>\n9TIMBER_DESIGN_SHEAR_WALLS_DESIGN_RATIOS_BY_MATERIAL_TABLE\x10\xbf\x07\x12=\n8TIMBER_DESIGN_SHEAR_WALLS_DESIGN_RATIOS_BY_SECTION_TABLE\x10\xc0\x07\x12@\n;TIMBER_DESIGN_SHEAR_WALLS_DESIGN_RATIOS_BY_SHEAR_WALL_TABLE\x10\xc1\x07\x12=\n8TIMBER_DESIGN_SLENDERNESS_BY_MEMBER_REPRESENTATIVE_TABLE\x10\xeb\x07\x12\x41\n<TIMBER_DESIGN_SLENDERNESS_BY_MEMBER_SET_REPRESENTATIVE_TABLE\x10\xec\x07\x12\x32\n-TIMBER_DESIGN_SLENDERNESS_BY_MEMBER_SET_TABLE\x10\xea\x07\x12.\n)TIMBER_DESIGN_SLENDERNESS_BY_MEMBER_TABLE\x10\xe9\x07\x12\x45\n@TIMBER_DESIGN_SURFACES_DESIGN_RATIOS_BY_CONSTRUCTION_STAGE_TABLE\x10\xca\x07\x12\x43\n>TIMBER_DESIGN_SURFACES_DESIGN_RATIOS_BY_DESIGN_SITUATION_TABLE\x10\xcb\x07\x12:\n5TIMBER_DESIGN_SURFACES_DESIGN_RATIOS_BY_LOADING_TABLE\x10\xcc\x07\x12;\n6TIMBER_DESIGN_SURFACES_DESIGN_RATIOS_BY_LOCATION_TABLE\x10\xd1\x07\x12;\n6TIMBER_DESIGN_SURFACES_DESIGN_RATIOS_BY_MATERIAL_TABLE\x10\xcd\x07\x12>\n9TIMBER_DESIGN_SURFACES_DESIGN_RATIOS_BY_SURFACE_SET_TABLE\x10\xcf\x07\x12:\n5TIMBER_DESIGN_SURFACES_DESIGN_RATIOS_BY_SURFACE_TABLE\x10\xd0\x07\x12<\n7TIMBER_DESIGN_SURFACES_DESIGN_RATIOS_BY_THICKNESS_TABLE\x10\xce\x07\x12\x46\nATIME_HISTORY_ANALYSIS_MEMBERS_INTERNAL_FORCES_BY_MEMBER_SET_TABLE\x10\xc7\x02\x12\x43\n>TIME_HISTORY_ANALYSIS_MEMBERS_INTERNAL_FORCES_BY_SECTION_TABLE\x10\xc6\x02\x12\x44\n?TIME_HISTORY_ANALYSIS_MEMBERS_INTERNAL_FORCES_DIFFERENCES_TABLE\x10\xc2\x02\x12@\n;TIME_HISTORY_ANALYSIS_MEMBERS_INTERNAL_FORCES_PRIMARY_TABLE\x10\xc1\x02\x12\x38\n3TIME_HISTORY_ANALYSIS_MEMBERS_INTERNAL_FORCES_TABLE\x10\xc0\x02\x12:\n5TIME_HISTORY_ANALYSIS_NODES_GLOBAL_DEFORMATIONS_TABLE\x10\xb0\x02\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=73
  _globals['_RESULTTABLE']._serialized_end=51901
# @@protoc_insertion_point(module_scope)
