steelBoundaryConditions - TypesForSteelDesign

RFEM/TypesForSteelDesign/steelBoundaryConditions.py

@@ -0,0 +1,193 @@
+from RFEM.initModel import *
+from RFEM.enums import *
+
+class SteelBoundaryConditions():
+    def __init__(self,
+                no: int = 1,
+                user_defined_name: list = [False],
+                members: str = '',
+                member_sets : str = '',
+                intermediate_nodes : bool = False,
+                different_properties_supports: bool = True,
+                different_properties_hinges: bool = True,
+                nodal_supports: list = [
+                    [None, SteelBoundaryConditionsSupportType.SUPPORT_TYPE_FIXED_IN_Y_AND_TORSION, False, True, False, True, False, False, False,
+                    0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, SteelBoundaryConditionsEccentricityTypeZ.ECCENTRICITY_TYPE_USER_VALUE, 0.0, 0.0, 0.0, ""],
+                    [None, SteelBoundaryConditionsSupportType.SUPPORT_TYPE_FIXED_IN_Y_AND_TORSION, False, True, False, True, False, False, False,
+                    0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, SteelBoundaryConditionsEccentricityTypeZ.ECCENTRICITY_TYPE_USER_VALUE, 0.0, 0.0, 0.0, ""]
+                                        ],
+                member_hinges: list = [
+                    ["Start", False, False, False, False, False, False, False, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, ""],
+                    ["End", False, False, False, False, False, False, False, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, ""]
+                                      ],
+                comment: str = '',
+                params: dict = {}):
+
+        """
+        Args:
+            no (int): Boundary Conditions Tag
+            user_defined_name (list): User Defined Boundary Conditions Name
+
+            for user_defined_name[0] == False:
+                pass
+            for user_defined_name == True:
+                user_defined_name[1] = Defined Name
+
+            members (str): Assigned Members
+            member_sets (str): Assigned Member Sets
+            intermediate_nodes (bool): Intermediate Nodes Option
+            different_properties_supports (bool): Different Properties Option for Supports
+            different_properties_hinges (bool): Different Properties Option for Hinges
+
+            nodal_supports (list): Nodal Supports Table Definition
+
+                nodal_supports[i][0] (int)= Node Sequence No.
+                nodal_supports[i][1] (enum)= Support Type Enumeration
+                nodal_supports[i][2] (bool)= Support in X Direction Option
+                nodal_supports[i][3] (bool)= Support in Y Direction Option
+                nodal_supports[i][4] (bool)= Support in Z Direction Option
+                nodal_supports[i][5] (bool)= Restraint About X Option
+                nodal_supports[i][6] (bool)= Restraint About Y Option
+                nodal_supports[i][7] (bool)= Restraint About Z Option
+                nodal_supports[i][8] (bool)= Restraint Warping Option
+                nodal_supports[i][9] (float)= Rotation Magnitude
+                nodal_supports[i][10] (float)= Rotation About X Magnitude
+                nodal_supports[i][11] (float)= Rotation About Y Magnitude
+                nodal_supports[i][12] (float)= Rotation About Z Magnitude
+                nodal_supports[i][13] (float)= Support Spring X
+                nodal_supports[i][14] (float)= Support Spring Y
+                nodal_supports[i][15] (float)= Support Spring Z
+                nodal_supports[i][16] (float)= Restraint Spring About X Magnitude
+                nodal_supports[i][17] (float)= Restraint Spring About Y Magnitude
+                nodal_supports[i][18] (float)= Restraint Spring About Z Magnitude
+                nodal_supports[i][19] (float)= Restraint Spring Warping Magnitude
+                nodal_supports[i][20] (enum)= Eccentricity Type in Z Enumeration
+                nodal_supports[i][21] (float)= Eccentricity in X Magnitude
+                nodal_supports[i][22] (float)= Eccentricity in Y Magnitude
+                nodal_supports[i][23] (float)= Eccentricity in Z Magnitude
+                nodal_supports[i][24] (str)= Assigned Nodes
+
+            member_hinges (list): Member Hinges Table Definition
+
+
+                member_hinges[i][0] = Node Sequence No.
+                member_hinges[i][1] = Release in X Option
+                member_hinges[i][2] = Release in Y Option
+                member_hinges[i][3] = Release in Z Option
+                member_hinges[i][4] = Release About X Option
+                member_hinges[i][5] = Release About Y Option
+                member_hinges[i][6] = Release About Z Option
+                member_hinges[i][7] = Release Warping Option
+                member_hinges[i][8] = Release Spring in X Magnitude
+                member_hinges[i][9] = Release Spring in Y Magnitude
+                member_hinges[i][10] = Release Spring in Z Magnitude
+                member_hinges[i][11] = Release Spring About X Magnitude
+                member_hinges[i][12] = Release Spring About Y Magnitude
+                member_hinges[i][13] = Release Spring About Z Magnitude
+                member_hinges[i][14] = Release Spring Warping Magnitude
+                member_hinges[i][15] = Assigned Nodes
+
+            comment (str, optional): Comment
+            params (dict, optional): Parameters
+        """
+
+        # Client Model | Types For Steel Design Boundary Conditions
+        clientObject = Model.clientModel.factory.create('ns0:steel_boundary_conditions')
+
+        # Clears object atributes | Sets all atributes to None
+        clearAtributes(clientObject)
+
+        # Boundary Conditions No.
+        clientObject.no = no
+
+        # Boundary Conditions User Defined Name
+        if user_defined_name[0] == False:
+            clientObject.user_defined_name_enabled = user_defined_name[0]
+        else:
+            clientObject.user_defined_name_enabled = user_defined_name[0]
+            clientObject.name = user_defined_name[1]
+
+        # Intermediate Nodes Option
+        clientObject.intermediate_nodes = intermediate_nodes
+
+        # Boundary Conditions Assigned Members
+        clientObject.members = ConvertToDlString(members)
+
+        # Boundary Conditions Assigned Member Sets
+        clientObject.member_sets = ConvertToDlString(member_sets)
+
+        # Boundary Conditions Nodal Supports
+        clientObject.nodal_supports = Model.clientModel.factory.create('ns0:steel_boundary_conditions.nodal_supports')
+
+        for i,j in enumerate(nodal_supports):
+            mlvlp = Model.clientModel.factory.create('ns0:steel_boundary_conditions_nodal_supports')
+            mlvlp.no = i
+            mlvlp.node_seq_no = nodal_supports[i][0]
+            mlvlp.support_type = nodal_supports[i][1].name
+            mlvlp.support_in_x = nodal_supports[i][2]
+            mlvlp.support_in_y = nodal_supports[i][3]
+            mlvlp.support_in_z = nodal_supports[i][4]
+            mlvlp.restraint_about_x = nodal_supports[i][5]
+            mlvlp.restraint_about_y = nodal_supports[i][6]
+            mlvlp.restraint_about_z = nodal_supports[i][7]
+            mlvlp.restraint_warping = nodal_supports[i][8]
+            mlvlp.rotation = nodal_supports[i][9]
+            mlvlp.rotation_about_x = nodal_supports[i][10]
+            mlvlp.rotation_about_y = nodal_supports[i][11]
+            mlvlp.rotation_about_z = nodal_supports[i][12]
+            mlvlp.support_spring_in_x = nodal_supports[i][13]
+            mlvlp.support_spring_in_y = nodal_supports[i][14]
+            mlvlp.support_spring_in_z = nodal_supports[i][15]
+            mlvlp.restraint_spring_about_x = nodal_supports[i][16]
+            mlvlp.restraint_spring_about_y = nodal_supports[i][17]
+            mlvlp.restraint_spring_about_z = nodal_supports[i][18]
+            mlvlp.restraint_spring_warping = nodal_supports[i][19]
+            mlvlp.eccentricity_type_z_type = nodal_supports[i][20].name
+            mlvlp.eccentricity_x = nodal_supports[i][21]
+            mlvlp.eccentricity_y = nodal_supports[i][22]
+            mlvlp.eccentricity_z = nodal_supports[i][23]
+            mlvlp.nodes = nodal_supports[i][24]
+
+            clientObject.nodal_supports.steel_boundary_conditions_nodal_supports.append(mlvlp)
+
+        # Boundary Conditions Member Hinges
+        clientObject.member_hinges = Model.clientModel.factory.create('ns0:steel_boundary_conditions.member_hinges')
+
+        for i,j in enumerate(member_hinges):
+            mlvlp = Model.clientModel.factory.create('ns0:steel_boundary_conditions_member_hinges')
+            mlvlp.no = i
+            mlvlp.node_seq_no = member_hinges[i][0]
+            mlvlp.release_in_x = member_hinges[i][1]
+            mlvlp.release_in_y = member_hinges[i][2]
+            mlvlp.release_in_z = member_hinges[i][3]
+            mlvlp.release_about_x = member_hinges[i][4]
+            mlvlp.release_about_y = member_hinges[i][5]
+            mlvlp.release_about_z = member_hinges[i][6]
+            mlvlp.release_warping = member_hinges[i][7]
+            mlvlp.release_spring_in_x = member_hinges[i][8]
+            mlvlp.release_spring_in_y = member_hinges[i][9]
+            mlvlp.release_spring_in_z = member_hinges[i][10]
+            mlvlp.release_spring_about_x = member_hinges[i][11]
+            mlvlp.release_spring_about_y = member_hinges[i][12]
+            mlvlp.release_spring_about_z = member_hinges[i][13]
+            mlvlp.release_spring_warping = member_hinges[i][14]
+            mlvlp.nodes = member_hinges[i][15]
+
+            clientObject.member_hinges.steel_boundary_conditions_member_hinges.append(mlvlp)
+
+        # Boundary Conditions Different Properties Supports
+        clientObject.different_properties_supports = different_properties_supports
+
+        # Boundary Conditions Different Properties Hinges
+        clientObject.different_properties_hinges = different_properties_hinges
+
+        # Comment
+        clientObject.comment = comment
+
+        # Adding optional parameters via dictionary
+        for key in params:
+            clientObject[key] = params[key]
+
+        # Add Steel Boundary Conditions to client model
+        Model.clientModel.service.set_steel_boundary_conditions(clientObject)
+

RFEM/enums.py

@@ -1372,3 +1372,16 @@ class SteelEffectiveLengthsMemberTypeZZ(Enum):
     '''
     MEMBER_TYPE_BEAM, MEMBER_TYPE_CANTILEVER = range(2)
 
+class SteelBoundaryConditionsSupportType(Enum):
+    '''
+    Steel Boundary Conditions Support Type
+    '''
+    SUPPORT_TYPE_FIXED_ALL, SUPPORT_TYPE_FIXED_IN_Y, SUPPORT_TYPE_FIXED_IN_Y_AND_TORSION, SUPPORT_TYPE_FIXED_IN_Y_AND_TORSION_AND_WARPING, \
+    SUPPORT_TYPE_FIXED_IN_Y_AND_WARPING, SUPPORT_TYPE_INDIVIDUALLY, SUPPORT_TYPE_NONE, SUPPORT_TYPE_TORSION, SUPPORT_TYPE_TORSION_AND_WARPING = range(9)
+
+class SteelBoundaryConditionsEccentricityTypeZ(Enum):
+    '''
+    Steel Boundary Conditions Eccentricity Type Z Type
+    '''
+    ECCENTRICITY_TYPE_AT_LOWER_FLANGE, ECCENTRICITY_TYPE_AT_UPPER_FLANGE, ECCENTRICITY_TYPE_NONE, ECCENTRICITY_TYPE_USER_VALUE = range(4)
+

UnitTests/test_steelBoundaryConditions.py

@@ -0,0 +1,69 @@
+import sys
+import os
+import pytest
+PROJECT_ROOT = os.path.abspath(os.path.join(
+                  os.path.dirname(__file__),
+                  os.pardir)
+)
+sys.path.append(PROJECT_ROOT)
+
+# Import der Bibliotheken
+from RFEM.enums import *
+from RFEM.initModel import Model, SetAddonStatus, CheckIfMethodOrTypeExists
+from RFEM.TypesForSteelDesign.steelBoundaryConditions import *
+
+if Model.clientModel is None:
+    Model()
+
+@pytest.mark.skipif(CheckIfMethodOrTypeExists(Model.clientModel,'ns0:steel_boundary_conditions', True), reason="Type ns0:steel_boundary_conditions not in RFEM GM yet")
+
+def test_steelEffectiveLengths():
+
+    Model.clientModel.service.begin_modification()
+
+    SetAddonStatus(Model.clientModel, AddOn.steel_design_active, True)
+
+    SteelBoundaryConditions(1, [True, "BCTEST_1"], '1', '', True, True, True,
+
+                    nodal_supports= [
+                        [None, SteelBoundaryConditionsSupportType.SUPPORT_TYPE_FIXED_IN_Y_AND_TORSION, False, True, False, True, False, False, False,
+                        0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, SteelBoundaryConditionsEccentricityTypeZ.ECCENTRICITY_TYPE_USER_VALUE, 0.0, 0.0, 0.0, ""],
+
+                        [None, SteelBoundaryConditionsSupportType.SUPPORT_TYPE_FIXED_IN_Y_AND_TORSION, False, True, False, True, False, False, False,
+                        0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, SteelBoundaryConditionsEccentricityTypeZ.ECCENTRICITY_TYPE_USER_VALUE, 0.0, 0.0, 0.0, ""]
+                                    ],
+                    member_hinges=[
+                        ["Start", False, False, False, False, False, False, False, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, ""],
+                        ["End", False, False, False, False, False, False, False, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, ""]
+                                  ]
+                            )
+
+    SteelBoundaryConditions(2, [True, "BCTEST_2"], '', '', True, True, True,
+
+                    nodal_supports= [
+                        [None, SteelBoundaryConditionsSupportType.SUPPORT_TYPE_FIXED_IN_Y_AND_TORSION, False, True, False, True, False, False, False,
+                        0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, SteelBoundaryConditionsEccentricityTypeZ.ECCENTRICITY_TYPE_USER_VALUE, 0.0, 0.0, 0.0, ""],
+
+                        [None, SteelBoundaryConditionsSupportType.SUPPORT_TYPE_FIXED_IN_Y_AND_TORSION, False, True, False, True, False, False, False,
+                        0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, SteelBoundaryConditionsEccentricityTypeZ.ECCENTRICITY_TYPE_USER_VALUE, 0.0, 0.0, 0.0, ""],
+
+                        [None, SteelBoundaryConditionsSupportType.SUPPORT_TYPE_FIXED_IN_Y_AND_TORSION, False, True, False, True, False, False, False,
+                        0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, SteelBoundaryConditionsEccentricityTypeZ.ECCENTRICITY_TYPE_USER_VALUE, 0.0, 0.0, 0.0, ""]
+                                    ],
+                    member_hinges=[
+                        ["Start", False, False, False, False, False, False, False, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, ""],
+                        ["Inter.", False, False, False, False, False, False, False, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, ""],
+                        ["End", True, False, False, True, False, False, True, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, ""]
+                                  ]
+                            )
+
+    bc_1 = Model.clientModel.service.get_steel_boundary_conditions(1)
+
+    assert bc_1.no == 1
+    assert bc_1.nodal_supports[0][0][0] == 0
+
+    bc_2 = Model.clientModel.service.get_steel_boundary_conditions(2)
+
+    assert bc_2.member_hinges[0][1][1] == "Inter."
+
+    Model.clientModel.service.finish_modification()