# -*- coding: utf-8 -*-
# Generated by the protocol buffer compiler.  DO NOT EDIT!
# NO CHECKED-IN PROTOBUF GENCODE
# source: dlubal/api/rstab/object_type.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/rstab/object_type.proto'
)
# @@protoc_insertion_point(imports)

_sym_db = _symbol_database.Default()




DESCRIPTOR = _descriptor_pool.Default().AddSerializedFile(b'\n\"dlubal/api/rstab/object_type.proto\x12\x10\x64lubal.api.rstab*\x9a \n\nObjectType\x12\x17\n\x13OBJECT_TYPE_UNKNOWN\x10\x00\x12\x1d\n\x18OBJECT_TYPE_ACCELEROGRAM\x10\xca\x01\x12\x17\n\x12OBJECT_TYPE_ACTION\x10\x9a\x01\x12#\n\x1eOBJECT_TYPE_ACTION_COMBINATION\x10\x9c\x01\x12+\n&OBJECT_TYPE_ADDITIONAL_FOUNDATION_LOAD\x10\xc5\x01\x12-\n(OBJECT_TYPE_ALUMINUM_BOUNDARY_CONDITIONS\x10\x80\x01\x12\x32\n-OBJECT_TYPE_ALUMINUM_DESIGN_SLS_CONFIGURATION\x10\xd4\x01\x12\x32\n-OBJECT_TYPE_ALUMINUM_DESIGN_ULS_CONFIGURATION\x10\xd3\x01\x12*\n&OBJECT_TYPE_ALUMINUM_EFFECTIVE_LENGTHS\x10\x7f\x12\x38\n3OBJECT_TYPE_ALUMINUM_MEMBER_LOCAL_SECTION_REDUCTION\x10\x82\x01\x12\x30\n+OBJECT_TYPE_ALUMINUM_MEMBER_TRANSVERSE_WELD\x10\x81\x01\x12\x16\n\x11OBJECT_TYPE_BLOCK\x10\xf3\x01\x12\x1d\n\x19OBJECT_TYPE_BUILDING_GRID\x10\x64\x12#\n\x1fOBJECT_TYPE_CALCULATION_DIAGRAM\x10U\x12\x1c\n\x18OBJECT_TYPE_CLIPPING_BOX\x10Z\x12\x1e\n\x1aOBJECT_TYPE_CLIPPING_PLANE\x10X\x12#\n\x1eOBJECT_TYPE_COMBINATION_WIZARD\x10\xa8\x01\x12\x31\n,OBJECT_TYPE_CONCRETE_DESIGN_FR_CONFIGURATION\x10\xda\x01\x12\x36\n1OBJECT_TYPE_CONCRETE_DESIGN_SEISMIC_CONFIGURATION\x10\xdb\x01\x12\x32\n-OBJECT_TYPE_CONCRETE_DESIGN_SLS_CONFIGURATION\x10\xd9\x01\x12\x32\n-OBJECT_TYPE_CONCRETE_DESIGN_ULS_CONFIGURATION\x10\xd8\x01\x12#\n\x1fOBJECT_TYPE_CONCRETE_DURABILITY\x10p\x12*\n&OBJECT_TYPE_CONCRETE_EFFECTIVE_LENGTHS\x10m\x12!\n\x1dOBJECT_TYPE_COORDINATE_SYSTEM\x10V\x12\x16\n\x11OBJECT_TYPE_CRANE\x10\x8a\x01\x12\x19\n\x14OBJECT_TYPE_CRANEWAY\x10\x89\x01\x12!\n\x1cOBJECT_TYPE_DESIGN_SITUATION\x10\x9b\x01\x12\x1e\n\x1aOBJECT_TYPE_DESIGN_SUPPORT\x10H\x12\x1e\n\x1aOBJECT_TYPE_DIAGONAL_BRACE\x10\x42\x12\x19\n\x15OBJECT_TYPE_DIMENSION\x10\x61\x12&\n!OBJECT_TYPE_DXF_FILE_MODEL_OBJECT\x10\xf0\x01\x12!\n\x1cOBJECT_TYPE_DXF_MODEL_OBJECT\x10\xf1\x01\x12!\n\x1cOBJECT_TYPE_GLOBAL_PARAMETER\x10\xe7\x01\x12*\n&OBJECT_TYPE_GROUP_OF_OBJECT_SELECTIONS\x10^\x12\x19\n\x15OBJECT_TYPE_GUIDELINE\x10\x63\x12&\n!OBJECT_TYPE_IFC_FILE_MODEL_OBJECT\x10\xed\x01\x12!\n\x1cOBJECT_TYPE_IFC_MODEL_OBJECT\x10\xee\x01\x12\"\n\x1dOBJECT_TYPE_IMPERFECTION_CASE\x10\x8b\x01\x12)\n$OBJECT_TYPE_IMPORT_SUPPORT_REACTIONS\x10\x92\x01\x12*\n%OBJECT_TYPE_IMPOSED_NODAL_DEFORMATION\x10\xc3\x01\x12\x15\n\x11OBJECT_TYPE_LAYER\x10_\x12\x1b\n\x17OBJECT_TYPE_LAYER_GROUP\x10`\x12\x1a\n\x15OBJECT_TYPE_LOAD_CASE\x10\x99\x01\x12!\n\x1cOBJECT_TYPE_LOAD_COMBINATION\x10\x9d\x01\x12\x1b\n\x16OBJECT_TYPE_LOAD_MODEL\x10\x94\x01\x12\x18\n\x14OBJECT_TYPE_MATERIAL\x10\x14\x12\x16\n\x12OBJECT_TYPE_MEMBER\x10\x1a\x12*\n&OBJECT_TYPE_MEMBER_DEFINABLE_STIFFNESS\x10\x46\x12#\n\x1fOBJECT_TYPE_MEMBER_ECCENTRICITY\x10=\x12\x1c\n\x18OBJECT_TYPE_MEMBER_HINGE\x10<\x12$\n\x1fOBJECT_TYPE_MEMBER_IMPERFECTION\x10\x8c\x01\x12\x1c\n\x17OBJECT_TYPE_MEMBER_LOAD\x10\xb5\x01\x12,\n\'OBJECT_TYPE_MEMBER_LOADS_FROM_AREA_LOAD\x10\x90\x01\x12\x31\n,OBJECT_TYPE_MEMBER_LOADS_FROM_FREE_LINE_LOAD\x10\x91\x01\x12#\n\x1fOBJECT_TYPE_MEMBER_NONLINEARITY\x10\x45\x12%\n!OBJECT_TYPE_MEMBER_REPRESENTATIVE\x10\x1b\x12\x30\n,OBJECT_TYPE_MEMBER_RESULT_INTERMEDIATE_POINT\x10G\x12+\n\'OBJECT_TYPE_MEMBER_ROTATIONAL_RESTRAINT\x10@\x12\x1a\n\x16OBJECT_TYPE_MEMBER_SET\x10 \x12(\n#OBJECT_TYPE_MEMBER_SET_IMPERFECTION\x10\x8d\x01\x12 \n\x1bOBJECT_TYPE_MEMBER_SET_LOAD\x10\xb9\x01\x12)\n%OBJECT_TYPE_MEMBER_SET_REPRESENTATIVE\x10!\x12\"\n\x1eOBJECT_TYPE_MEMBER_SHEAR_PANEL\x10?\x12\x1d\n\x19OBJECT_TYPE_MEMBER_SPRING\x10I\x12-\n)OBJECT_TYPE_MEMBER_STIFFNESS_MODIFICATION\x10\x44\x12\x1e\n\x1aOBJECT_TYPE_MEMBER_SUPPORT\x10>\x12+\n\'OBJECT_TYPE_MEMBER_TRANSVERSE_STIFFENER\x10\x41\x12(\n#OBJECT_TYPE_MODAL_ANALYSIS_SETTINGS\x10\xa2\x01\x12\x1c\n\x17OBJECT_TYPE_MOVING_LOAD\x10\x93\x01\x12\x1b\n\x16OBJECT_TYPE_NODAL_LOAD\x10\xb3\x01\x12\x1d\n\x19OBJECT_TYPE_NODAL_RELEASE\x10-\x12\"\n\x1eOBJECT_TYPE_NODAL_RELEASE_TYPE\x10R\x12\x1d\n\x19OBJECT_TYPE_NODAL_SUPPORT\x10$\x12\x14\n\x10OBJECT_TYPE_NODE\x10\x17\x12\x14\n\x10OBJECT_TYPE_NOTE\x10\x62\x12\x1b\n\x17OBJECT_TYPE_OBJECT_SNAP\x10W\x12&\n!OBJECT_TYPE_OPTIMIZATION_SETTINGS\x10\xa7\x01\x12\x30\n+OBJECT_TYPE_RELATIONSHIP_BETWEEN_LOAD_CASES\x10\xa9\x01\x12\"\n\x1dOBJECT_TYPE_RESPONSE_SPECTRUM\x10\xc8\x01\x12#\n\x1eOBJECT_TYPE_RESULT_COMBINATION\x10\x9e\x01\x12\x17\n\x13OBJECT_TYPE_SECTION\x10\x15\x12\"\n\x1dOBJECT_TYPE_SINGLE_FOUNDATION\x10\x84\x01\x12+\n&OBJECT_TYPE_SPECTRAL_ANALYSIS_SETTINGS\x10\xa3\x01\x12,\n\'OBJECT_TYPE_STABILITY_ANALYSIS_SETTINGS\x10\xa1\x01\x12)\n$OBJECT_TYPE_STATIC_ANALYSIS_SETTINGS\x10\x9f\x01\x12)\n%OBJECT_TYPE_STEEL_BOUNDARY_CONDITIONS\x10v\x12.\n)OBJECT_TYPE_STEEL_DESIGN_FR_CONFIGURATION\x10\xd1\x01\x12\x33\n.OBJECT_TYPE_STEEL_DESIGN_SEISMIC_CONFIGURATION\x10\xd2\x01\x12/\n*OBJECT_TYPE_STEEL_DESIGN_SLS_CONFIGURATION\x10\xd0\x01\x12/\n*OBJECT_TYPE_STEEL_DESIGN_ULS_CONFIGURATION\x10\xcf\x01\x12\'\n#OBJECT_TYPE_STEEL_EFFECTIVE_LENGTHS\x10u\x12\x34\n0OBJECT_TYPE_STEEL_MEMBER_LOCAL_SECTION_REDUCTION\x10x\x12,\n(OBJECT_TYPE_STEEL_MEMBER_TRANSVERSE_WELD\x10w\x12&\n\"OBJECT_TYPE_STRUCTURE_MODIFICATION\x10,\x12\x18\n\x13OBJECT_TYPE_TERRAIN\x10\xef\x01\x12/\n*OBJECT_TYPE_TIMBER_DESIGN_FR_CONFIGURATION\x10\xde\x01\x12\x30\n+OBJECT_TYPE_TIMBER_DESIGN_SLS_CONFIGURATION\x10\xdd\x01\x12\x30\n+OBJECT_TYPE_TIMBER_DESIGN_ULS_CONFIGURATION\x10\xdc\x01\x12(\n$OBJECT_TYPE_TIMBER_EFFECTIVE_LENGTHS\x10y\x12\x35\n1OBJECT_TYPE_TIMBER_MEMBER_LOCAL_SECTION_REDUCTION\x10}\x12%\n!OBJECT_TYPE_TIMBER_MOISTURE_CLASS\x10{\x12!\n\x1dOBJECT_TYPE_TIMBER_SCREW_TYPE\x10~\x12$\n OBJECT_TYPE_TIMBER_SERVICE_CLASS\x10z\x12)\n%OBJECT_TYPE_TIMBER_SERVICE_CONDITIONS\x10|\x12\x1d\n\x18OBJECT_TYPE_TIME_DIAGRAM\x10\xc9\x01\x12/\n*OBJECT_TYPE_TIME_HISTORY_ANALYSIS_SETTINGS\x10\xa4\x01\x12\x1d\n\x19OBJECT_TYPE_VISUAL_OBJECT\x10\x65\x62\x06proto3')

_globals = globals()
_builder.BuildMessageAndEnumDescriptors(DESCRIPTOR, _globals)
_builder.BuildTopDescriptorsAndMessages(DESCRIPTOR, 'dlubal.api.rstab.object_type_pb2', _globals)
if not _descriptor._USE_C_DESCRIPTORS:
  DESCRIPTOR._loaded_options = None
  _globals['_OBJECTTYPE']._serialized_start=57
  _globals['_OBJECTTYPE']._serialized_end=4179
# @@protoc_insertion_point(module_scope)
