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steelMemberShearPanel - Types for Steel Design #110
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OndraMichal
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dogukaratas-memberShearPanelTypesForSteelDesign
Apr 27, 2022
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| Original file line number | Diff line number | Diff line change |
|---|---|---|
| @@ -0,0 +1,186 @@ | ||
| from http import client | ||
| from RFEM.initModel import Model, clearAtributes, ConvertToDlString | ||
| from RFEM.enums import * | ||
|
|
||
| class SteelMemberShearPanel(): | ||
| def __init__(self, | ||
| no: int = 1, | ||
| user_defined_name: list = [False], | ||
| definition_type = SteelMemberShearPanelDefinitionType.DEFINITION_TYPE_TRAPEZOIDAL_SHEETING, | ||
| members: str = "", | ||
| member_sets: str = "", | ||
| categories = [SteelMemberShearPanelPositionOnSection.POSITION_ON_UPPER_FLANGE, "FI (+) 35/207 - 0.63 (b: 1) | DIN 18807 | Fischer Profil", SteelMemberShearPanelFasteningArrangement.FASTENING_ARRANGEMENT_EVERY_RIB], | ||
| parameters = [1, 2, 0.000247, 0.01043], | ||
| comment: str = '', | ||
| params: dict = None): | ||
| """ | ||
| Args: | ||
| no (int): Member Shear Panel Tag | ||
| user_defined_name (list): User Defined Member Shear Panel Name | ||
| definition_type (enum): Member Shear Panel Definition Enumeration Type | ||
| members (str): Assigned Members | ||
| member_sets (str): Assigned Member Sets | ||
| categories (list): Positional Categories | ||
|
|
||
| for definition_type == SteelMemberShearPanelDefinitionType.DEFINITION_TYPE_TRAPEZOIDAL_SHEETING: | ||
| categories[0] = Section Position Enumeration Type | ||
| categories[1] = Sheeting Name | ||
| categories[2] = Fastening Arrangment Enumeration Type | ||
|
|
||
| for definition_type == SteelMemberShearPanelDefinitionType.DEFINITION_TYPE_BRACING: | ||
| categories[0] = Section Position Enumeration Type | ||
| categories[1] = Diagonal Section Name | ||
| categories[2] = Post Section Name | ||
|
|
||
| for definition_type == SteelMemberShearPanelDefinitionType.DEFINITION_TYPE_TRAPEZOIDAL_SHEETING_AND_BRACING: | ||
| categories[0] = Section Position Enumeration Type | ||
| categories[1] = Sheeting Name | ||
| categories[2] = Digonal Section Name | ||
| categories[3] = Post Section Name | ||
| categories[4] = Fastening Arrangment Enumeration Type | ||
|
|
||
| for definition_type == SteelMemberShearPanelDefinitionType.DEFINITION_TYPE_DEFINE_S_PROV: | ||
| categories[0] = Section Position Enumeration Type | ||
|
|
||
| parameters (list): Positional Parameters | ||
|
|
||
| for definition_type == SteelMemberShearPanelDefinitionType.DEFINITION_TYPE_TRAPEZOIDAL_SHEETING: | ||
| parameters[0] = Panel Length | ||
| parameters[1] = Beam Spacing | ||
| parameters[2] = K1 Coefficient | ||
| parameters[3] = K2 Coefficient | ||
|
|
||
| if categories[0] == "POSITION_DEFINE": | ||
| parameters[4] = Position on Section Value | ||
|
|
||
| for definition_type == SteelMemberShearPanelDefinitionType.DEFINITION_TYPE_BRACING: | ||
| parameters[0] = Panel Length | ||
| parameters[1] = Beam Spacing | ||
| parameters[2] = Post Spacing | ||
| parameters[3] = Number of Bracings | ||
| parameters[4] = Diagonals Section Area | ||
| parameters[5] = Post Section Area | ||
|
|
||
| if categories[0] == "POSITION_DEFINE": | ||
| parameters[6] = Position on Section Value | ||
|
|
||
| for definition_type == SteelMemberShearPanelDefinitionType.DEFINITION_TYPE_TRAPEZOIDAL_SHEETING_AND_BRACING: | ||
| parameters[0] = Panel Length | ||
| parameters[1] = Beam Spacing | ||
| parameters[2] = K1 Coefficient | ||
| parameters[3] = K2 Coefficient | ||
| parameters[4] = Post Spacing | ||
| parameters[5] = Number of Bracing | ||
| parameters[6] = Diagonals Section Area | ||
| parameters[7] = Post Section Area | ||
|
|
||
| if categories[0] == "POSITION_DEFINE": | ||
| parameters[8] = Position on Section Value | ||
|
|
||
| for definition_type == SteelMemberShearPanelDefinitionType.DEFINITION_TYPE_DEFINE_S_PROV: | ||
| parameters[0] = Stifness | ||
|
|
||
| if categories[0] == "POSITION_DEFINE": | ||
| parameters[1] = Position on Section Value | ||
|
|
||
| comment (str, optional): Comment | ||
| params (dict, optional): Parameters | ||
| """ | ||
|
|
||
| # Client Model | Types For Steel Design Member Shear Panel | ||
| clientObject = Model.clientModel.factory.create('ns0:steel_member_shear_panel') | ||
|
|
||
| # Clears object atributes | Sets all atributes to None | ||
| clearAtributes(clientObject) | ||
|
|
||
| # Member Shear Panel No. | ||
| clientObject.no = no | ||
|
|
||
| # Member Shear Panel Assigned Members | ||
| clientObject.members = ConvertToDlString(members) | ||
|
|
||
| # Member Shear Panel Assigned Member Sets | ||
| clientObject.member_sets = ConvertToDlString(member_sets) | ||
|
|
||
| # Member Shear Panel User Defined Name | ||
| if user_defined_name[0]: | ||
| clientObject.user_defined_name_enabled = user_defined_name[0] | ||
| clientObject.name = user_defined_name[1] | ||
| else: | ||
| clientObject.user_defined_name_enabled = user_defined_name[0] | ||
|
|
||
| # Member Shear Panel Definition Type | ||
| clientObject.definition_type = definition_type.name | ||
|
|
||
| # Member Shear Panel Categories | ||
| if definition_type.name == "DEFINITION_TYPE_TRAPEZOIDAL_SHEETING": | ||
| clientObject.position_on_section = categories[0].name | ||
| clientObject.sheeting_name = categories[1] | ||
| clientObject.fastening_arrangement = categories[2].name | ||
|
|
||
| elif definition_type.name == "DEFINITION_TYPE_BRACING": | ||
| clientObject.position_on_section = categories[0].name | ||
| clientObject.diagonals_section_name = categories[1] | ||
| clientObject.posts_section_name = categories[2] | ||
|
|
||
| elif definition_type.name == "DEFINITION_TYPE_TRAPEZOIDAL_SHEETING_AND_BRACING": | ||
| clientObject.position_on_section = categories[0].name | ||
| clientObject.sheeting_name = categories[1] | ||
| clientObject.diagonals_section_name = categories[2] | ||
| clientObject.posts_section_name = categories[3] | ||
| clientObject.fastening_arrangement = categories[4].name | ||
|
|
||
| elif definition_type.name == "DEFINITION_TYPE_DEFINE_S_PROV": | ||
| clientObject.position_on_section = categories[0].name | ||
|
|
||
| # Member Shear Panel Parameters | ||
| if definition_type.name == "DEFINITION_TYPE_TRAPEZOIDAL_SHEETING": | ||
| clientObject.panel_length = parameters[0] | ||
| clientObject.beam_spacing = parameters[1] | ||
| clientObject.coefficient_k1 = parameters[2] | ||
| clientObject.coefficient_k2 = parameters[3] | ||
|
|
||
| if categories[0].name == "POSITION_DEFINE": | ||
| clientObject.position_on_section_value = parameters[4] | ||
|
|
||
| elif definition_type.name == "DEFINITION_TYPE_BRACING": | ||
| clientObject.panel_length = parameters[0] | ||
| clientObject.beam_spacing = parameters[1] | ||
| clientObject.post_spacing = parameters[2] | ||
| clientObject.number_of_bracings = parameters[3] | ||
| clientObject.diagonals_section_area = parameters[4] | ||
| clientObject.posts_section_area = parameters[5] | ||
|
|
||
| if categories[0].name == "POSITION_DEFINE": | ||
| clientObject.position_on_section_value = parameters[6] | ||
|
|
||
| elif definition_type.name == "DEFINITION_TYPE_TRAPEZOIDAL_SHEETING_AND_BRACING": | ||
| clientObject.panel_length = parameters[0] | ||
| clientObject.beam_spacing = parameters[1] | ||
| clientObject.coefficient_k1 = parameters[2] | ||
| clientObject.coefficient_k2 = parameters[3] | ||
| clientObject.post_spacing = parameters[4] | ||
| clientObject.number_of_bracings = parameters[5] | ||
| clientObject.diagonals_section_area = parameters[6] | ||
| clientObject.posts_section_area = parameters[7] | ||
|
|
||
| if categories[0].name == "POSITION_DEFINE": | ||
| clientObject.position_on_section_value = parameters[8] | ||
|
|
||
| elif definition_type.name == "DEFINITION_TYPE_DEFINE_S_PROV": | ||
| clientObject.stiffness = parameters[0] | ||
|
|
||
| if categories[0].name == "POSITION_DEFINE": | ||
| clientObject.position_on_section_value = parameters[1] | ||
|
|
||
| # Comment | ||
| clientObject.comment = comment | ||
|
|
||
| # Adding optional parameters via dictionary | ||
| if params: | ||
| for key in params: | ||
| clientObject[key] = params[key] | ||
|
|
||
| # Add Steel Effective Lengths to client model | ||
| Model.clientModel.service.set_steel_member_shear_panel(clientObject) | ||
|
|
||
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I think the argument section could be shorter, not specifying every case. Or at least specify first all arguments and then add any informatio necessary for understanding. I think we don't have to copy whole logic into dosctring. If user wants to know the logic, he ca nread it from the body of the method.
What do you think?
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Can be done, but didn't want to delete when it's already there :) I will be more specific next time.