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

_sym_db = _symbol_database.Default()


from dlubal.api.rfem import referenced_object_pb2 as dlubal_dot_api_dot_rfem_dot_referenced__object__pb2


DESCRIPTOR = _descriptor_pool.Default().AddSerializedFile(b'\n;dlubal/api/rfem/geotechnical_analysis/pile_resistance.proto\x12%dlubal.api.rfem.geotechnical_analysis\x1a\'dlubal/api/rfem/referenced_object.proto\"\xcb\r\n\x0ePileResistance\x12\x0f\n\x02no\x18\x01 \x01(\x05H\x00\x88\x01\x01\x12&\n\x19user_defined_name_enabled\x18\x02 \x01(\x08H\x01\x88\x01\x01\x12\x11\n\x04name\x18\x03 \x01(\tH\x02\x88\x01\x01\x12\x1f\n\x07members\x18\x04 \x03(\x05\x42\x0e\xc2\xf3\x18\n\x08\x1a\x12\x06Member\x12k\n\x14skin_resistance_type\x18\x05 \x01(\x0e\x32H.dlubal.api.rfem.geotechnical_analysis.PileResistance.SkinResistanceTypeH\x03\x88\x01\x01\x12!\n\x14shear_strength_start\x18\x06 \x01(\x01H\x04\x88\x01\x01\x12\x1f\n\x12shear_strength_end\x18\x07 \x01(\x01H\x05\x88\x01\x01\x12\"\n\x15shear_stiffness_start\x18\x08 \x01(\x01H\x06\x88\x01\x01\x12 \n\x13shear_stiffness_end\x18\t \x01(\x01H\x07\x88\x01\x01\x12|\n\x1askin_resistance_parameters\x18\n \x01(\x0b\x32S.dlubal.api.rfem.geotechnical_analysis.PileResistance.SkinResistanceParametersTableH\x08\x88\x01\x01\x12#\n\x16use_relative_distances\x18\x0b \x01(\x08H\t\x88\x01\x01\x12\x1b\n\x0e\x61xial_strength\x18\x0c \x01(\x01H\n\x88\x01\x01\x12\x1c\n\x0f\x61xial_stiffness\x18\r \x01(\x01H\x0b\x88\x01\x01\x12)\n\x1cinterface_strength_reduction\x18\x0e \x01(\x01H\x0c\x88\x01\x01\x12\x14\n\x07\x63omment\x18\x0f \x01(\tH\r\x88\x01\x01\x12\x19\n\x0cis_generated\x18\x10 \x01(\x08H\x0e\x88\x01\x01\x12#\n\x16generating_object_info\x18\x11 \x01(\tH\x0f\x88\x01\x01\x12!\n\x14id_for_export_import\x18\x12 \x01(\tH\x10\x88\x01\x01\x12\'\n\x1ametadata_for_export_import\x18\x13 \x01(\tH\x11\x88\x01\x01\x1a\x80\x01\n\x1dSkinResistanceParametersTable\x12_\n\x04rows\x18\x01 \x03(\x0b\x32Q.dlubal.api.rfem.geotechnical_analysis.PileResistance.SkinResistanceParametersRow\x1a\xad\x02\n\x1bSkinResistanceParametersRow\x12\x0f\n\x02no\x18\x01 \x01(\x05H\x00\x88\x01\x01\x12\x18\n\x0b\x64\x65scription\x18\x02 \x01(\tH\x01\x88\x01\x01\x12\x1e\n\x11relative_distance\x18\x03 \x01(\x01H\x02\x88\x01\x01\x12\x1e\n\x11\x61\x62solute_distance\x18\x04 \x01(\x01H\x03\x88\x01\x01\x12\x1b\n\x0eshear_strength\x18\x05 \x01(\x01H\x04\x88\x01\x01\x12\x1c\n\x0fshear_stiffness\x18\x06 \x01(\x01H\x05\x88\x01\x01\x42\x05\n\x03_noB\x0e\n\x0c_descriptionB\x14\n\x12_relative_distanceB\x14\n\x12_absolute_distanceB\x11\n\x0f_shear_strengthB\x12\n\x10_shear_stiffness\"\\\n\x12SkinResistanceType\x12$\n SKIN_RESISTANCE_TYPE_TRAPEZOIDAL\x10\x00\x12 \n\x1cSKIN_RESISTANCE_TYPE_VARYING\x10\x01\x42\x05\n\x03_noB\x1c\n\x1a_user_defined_name_enabledB\x07\n\x05_nameB\x17\n\x15_skin_resistance_typeB\x17\n\x15_shear_strength_startB\x15\n\x13_shear_strength_endB\x18\n\x16_shear_stiffness_startB\x16\n\x14_shear_stiffness_endB\x1d\n\x1b_skin_resistance_parametersB\x19\n\x17_use_relative_distancesB\x11\n\x0f_axial_strengthB\x12\n\x10_axial_stiffnessB\x1f\n\x1d_interface_strength_reductionB\n\n\x08_commentB\x0f\n\r_is_generatedB\x19\n\x17_generating_object_infoB\x17\n\x15_id_for_export_importB\x1d\n\x1b_metadata_for_export_importb\x06proto3')

_globals = globals()
_builder.BuildMessageAndEnumDescriptors(DESCRIPTOR, _globals)
_builder.BuildTopDescriptorsAndMessages(DESCRIPTOR, 'dlubal.api.rfem.geotechnical_analysis.pile_resistance_pb2', _globals)
if not _descriptor._USE_C_DESCRIPTORS:
  DESCRIPTOR._loaded_options = None
  _globals['_PILERESISTANCE'].fields_by_name['members']._loaded_options = None
  _globals['_PILERESISTANCE'].fields_by_name['members']._serialized_options = b'\302\363\030\n\010\032\022\006Member'
  _globals['_PILERESISTANCE']._serialized_start=144
  _globals['_PILERESISTANCE']._serialized_end=1883
  _globals['_PILERESISTANCE_SKINRESISTANCEPARAMETERSTABLE']._serialized_start=946
  _globals['_PILERESISTANCE_SKINRESISTANCEPARAMETERSTABLE']._serialized_end=1074
  _globals['_PILERESISTANCE_SKINRESISTANCEPARAMETERSROW']._serialized_start=1077
  _globals['_PILERESISTANCE_SKINRESISTANCEPARAMETERSROW']._serialized_end=1378
  _globals['_PILERESISTANCE_SKINRESISTANCETYPE']._serialized_start=1380
  _globals['_PILERESISTANCE_SKINRESISTANCETYPE']._serialized_end=1472
# @@protoc_insertion_point(module_scope)
