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import sys
import os
PROJECT_ROOT = os.path.abspath(os.path.join(
os.path.dirname(__file__),
os.pardir)
)
sys.path.append(PROJECT_ROOT)
from RSTAB.enums import *
from RSTAB.initModel import Model
from RSTAB.BasicObjects.material import Material
from RSTAB.BasicObjects.section import Section
from RSTAB.BasicObjects.node import Node
from RSTAB.BasicObjects.member import Member
from RSTAB.LoadCasesAndCombinations.loadCase import LoadCase
from RSTAB.LoadCasesAndCombinations.staticAnalysisSettings import StaticAnalysisSettings
from RSTAB.Loads.memberLoad import MemberLoad
from RSTAB.Loads.nodalLoad import NodalLoad
if Model.clientModel is None:
Model()
def test_nodal_load_init():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 2, 0, 0)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
NodalLoad(1, 1, '1', LoadDirectionType.LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W, 5000)
Model.clientModel.service.finish_modification()
nodal_load = Model.clientModel.service.get_nodal_load(1, 1)
assert nodal_load.no == 1
assert nodal_load.force_magnitude == 5000
def test_nodal_load_force():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 2, 0, 0)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
NodalLoad.Force(1, 1, '1', LoadDirectionType.LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W, 5000)
Model.clientModel.service.finish_modification()
nodal_load = Model.clientModel.service.get_nodal_load(1, 1)
assert nodal_load.no == 1
assert nodal_load.force_magnitude == 5000
def test_nodal_load_moment():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 2, 0, 0)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
NodalLoad.Moment(1, 1, '1', LoadDirectionType.LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W, 5000)
Model.clientModel.service.finish_modification()
nodal_load = Model.clientModel.service.get_nodal_load(1, 1)
assert nodal_load.no == 1
assert nodal_load.moment_magnitude == 5000
def test_nodal_load_components():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 2, 0, 0)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
NodalLoad.Components(1, 1, '1', [5000, 0, 0, 0, 6000, 0])
Model.clientModel.service.finish_modification()
nodal_load = Model.clientModel.service.get_nodal_load(1, 1)
assert nodal_load.components_moment_y == 6000
assert nodal_load.components_force_x == 5000
def test_nodal_load_mass():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 2, 0, 0)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
NodalLoad.Mass(1, 1, '1', False,[5000])
Model.clientModel.service.finish_modification()
nodal_load = Model.clientModel.service.get_nodal_load(1, 1)
assert nodal_load.no == 1
assert nodal_load.mass_global == 5000
### Member Load Unit Tests ###
def test_member_load_init():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'IPE 300', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad(1, 1, '1', LoadDirectionType.LOAD_DIRECTION_LOCAL_Z, 4000)
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.no == 1
assert member_load.magnitude == 4000
def test_member_load_force():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'IPE 300', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.Force(1, 1, '1', MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM, MemberLoadDirection.LOAD_DIRECTION_LOCAL_Z, [6000])
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.no == 1
assert member_load.magnitude == 6000
def test_member_load_moment():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'IPE 300', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.Moment(1, 1, '1', MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM, MemberLoadDirection.LOAD_DIRECTION_LOCAL_Z, [3000])
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.no == 1
assert member_load.magnitude == 3000
def test_member_load_mass():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'IPE 300', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.Mass(1, 1, '1', False, mass_components=[5000])
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.no == 1
assert member_load.mass_global == 5000
def test_member_load_temperature():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'IPE 300', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.Temperature(1, 1, '1', MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM, MemberLoadDirection.LOAD_DIRECTION_LOCAL_Z, [0.497, 0.596])
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.magnitude_t_b == 0.497
assert member_load.magnitude_t_t == 0.596
def test_member_load_temperature_change():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'IPE 300', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.TemperatureChange(1, 1, '1', MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM, MemberLoadDirection.LOAD_DIRECTION_LOCAL_Z, [0.5, 0.6])
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.magnitude_delta_t == 0.5
assert member_load.magnitude_t_c == 0.6
def test_member_load_axial_strain():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'IPE 300', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.AxialStrain(1, 1, '1', MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM, MemberLoadDirection.LOAD_DIRECTION_LOCAL_X, [0.5])
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.magnitude == 0.5
assert member_load.load_type == "LOAD_TYPE_AXIAL_STRAIN"
def test_member_load_axial_displacement():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'IPE 300', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.AxialDisplacement(1, 1, '1', MemberLoadDirection.LOAD_DIRECTION_LOCAL_X, 50)
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.no == 1
assert member_load.magnitude == 50
def test_member_load_precamber():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'IPE 300', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.Precamber(1, 1, '1', MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM, MemberLoadDirection.LOAD_DIRECTION_LOCAL_Z, [5])
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.no == 1
assert member_load.magnitude == 5
def test_member_load_initial_prestress():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'IPE 300', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.InitialPrestress(1, 1, '1', MemberLoadDirection.LOAD_DIRECTION_LOCAL_X, 50)
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.no == 1
assert member_load.magnitude == 50
def test_member_load_displacement():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'IPE 300', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.Displacement(1, 1, '1', MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM, MemberLoadDirection.LOAD_DIRECTION_LOCAL_Z, [60])
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.no == 1
assert member_load.magnitude == 60
def test_member_load_rotation():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'IPE 300', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.Rotation(1, 1, '1', MemberLoadDistribution.LOAD_DISTRIBUTION_UNIFORM, MemberLoadDirection.LOAD_DIRECTION_LOCAL_Z, [0.6])
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.no == 1
assert member_load.magnitude == 0.6
def test_member_load_pipecontentfull():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'CHS 100x4', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.PipeContentFull(1, 1, '1', MemberLoadDirectionOrientation.LOAD_DIRECTION_FORWARD, 50)
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.no == 1
assert member_load.magnitude == 50
def test_member_load_pipecontentpartial():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'CHS 100x4', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.PipeContentPartial(1, 1, '1', MemberLoadDirectionOrientation.LOAD_DIRECTION_FORWARD, 50, 50)
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.no == 1
assert member_load.magnitude == 50
def test_member_load_pipeinternalpressure():
Model.clientModel.service.delete_all()
Model.clientModel.service.begin_modification()
Node(1, 0, 0, 0)
Node(2, 5, 0, 0)
Material(1, 'S235')
Section(1, 'CHS 100x4', 1)
Member(1, 1, 2, 0, 1, 1)
StaticAnalysisSettings(1, 'Linear', StaticAnalysisType.GEOMETRICALLY_LINEAR)
LoadCase(1, 'DEAD')
MemberLoad.PipeInternalPressure(1, 1, '1', 50)
Model.clientModel.service.finish_modification()
member_load = Model.clientModel.service.get_member_load(1, 1)
assert member_load.no == 1
assert member_load.magnitude == 50