IDEA Plugin (API) ConnectionHiddenCheckClient - idea-statica/ideastatica-public GitHub Wiki
- Referencing the Connection Client
- Starting the Connection Client
- Open Existing Project
- Save Existing Project
- Save As Existing Project
- Close Project
- Get and Add Project Library Items
- Modify Code Setup
- Get Connection Items In Project
- Modify Connection Loading
- Modify Connection Parameters
- Modify Member Cross-section
- Run Calculation
- Get Calculation Summary Results
If you are using C# install the IdeaStatiCa.Plugin Nuget package from Visual Studio or Clone the Public Repository.
When using Python we need to reference the IdeaStatiCa.Plugin.dll from the IDEA StatiCa directory. We will also import some of the commonly used python packages that will be used throughout.
From the Plugin Namespace we need to import the ConnHiddenClientFactory. The Client Factory allows us to safely create connection clients that we can use to interact with IDEA Connection.
import clr
import sys
import json
import math
import os
idea_path = "C:\Program Files\IDEA StatiCa\StatiCa 22.1"
sys.path.append(idea_path);
clr.AddReference('IdeaStatiCa.Plugin')
from IdeaStatiCa.Plugin import ConnHiddenClientFactoryusing IdeaStatiCa.Plugin;
class Program
{
static void Main(string[] args)
{
//Create the instance of factory and Connection client
string programPath = "C:\\Program Files\\IDEA StatiCa\\StatiCa 22.0";
ConnHiddenClientFactory calcFactory = new ConnHiddenClientFactory(programPath);
ConnectionHiddenCheckClient client = calcFactory.Create();
}
}factory = ConnHiddenClientFactory(idea_path)
client = factory.Create()Here we will open an existing IDEA StatiCa Connection Project. Once open we can start to extract and perform modifications on it.
client.OpenProject('intro_baseplate_start.ideaCon')We can access Materials, Bolts, and Cross-Sections which are available in the Project. Project Items are the same across all Connections in a Project, Therefore they are not dependent on a specific connection in the project.
bolts = client.GetBoltAssembliesInProject()
crossSections = client.GetCrossSectionsInProject()
materials = client.GetMaterialsInProject()
print('Avaliable Bolt Assemblies:')
for bolt in bolts:
print("Identifier= {0}, Name= {1}".format(bolt.Identifier, bolt.Name))
print('Avaliable CrossSections:')
for cross in crossSections:
print("Identifier= {0}, Name= {1}".format(cross.Identifier, cross.Name))
print('Avaliable Materials:')
for material in materials:
print("Identifier= {0}, Name= {1}".format(material.Identifier, material.Name))Avaliable Bolt Assemblies:
Identifier= 1, Name= M16 8.8
Avaliable CrossSections:
Identifier= 1, Name= HEB300
Identifier= 2, Name= IPE240
Identifier= 3, Name= IPE360
Avaliable Materials:
Identifier= 1, Name= S 355
Identifier= 2, Name= 8.8
Identifier= 3, Name= C25/30
Identifier= 4, Name= S 235
Identifier= 5, Name= S 275
From the Plugin Namespace we need to import the ConnHiddenClientFactory. The Client Factory allows us to safely create connection clients that we can use to interact with IDEA Connection.
from IdeaStatiCa.Plugin import ConnHiddenClientFactoryWe then again need to provide the path to the Client Factory and then safely create a client.
factory = ConnHiddenClientFactory(idea_path)
client = factory.Create()Now that we have a client created we can see what calls are avaliable to us to use. There is also a snap of these in the slides.
Here we will open an existing IDEA StatiCa Connection Project. Once open we can start to extract and perform modifications on it.
We can access Materials, Bolts, Cross-Sections which are avaliable in the Project. Project Items are the same accross all Connections in a Project, Therefore they are not dependent on a specific connection in the project.
bolts = client.GetBoltAssembliesInProject()
crossSections = client.GetCrossSectionsInProject()
materials = client.GetMaterialsInProject()print('Avaliable Bolt Assemblies:')
for bolt in bolts:
print("Identifier= {0}, Name= {1}".format(bolt.Identifier, bolt.Name))
print('Avaliable CrossSections:')
for cross in crossSections:
print("Identifier= {0}, Name= {1}".format(cross.Identifier, cross.Name))
print('Avaliable Materials:')
for material in materials:
print("Identifier= {0}, Name= {1}".format(material.Identifier, material.Name))[Avaliable Bolt Assemblies:
Identifier= 1, Name= M16 8.8
Avaliable CrossSections:
Identifier= 1, Name= HEB300
Identifier= 2, Name= IPE240
Identifier= 3, Name= IPE360
Avaliable Materials:
Identifier= 1, Name= S 355
Identifier= 2, Name= 8.8
Identifier= 3, Name= C25/30
Identifier= 4, Name= S 235
Identifier= 5, Name= S 275]
You can currently add Bolt Assemblies to the current Project. We will look to add further functionallity on this soon.
#Add a list of new bolt assemblies to the Project
addAssemblies = ['M20 8.8', 'M24 8.8', 'M30 8.8']
for assem in addAssemblies:
client.AddBoltAssembly(assem)bolts = client.GetBoltAssembliesInProject()
for bolt in bolts:
print(bolt.Name)M16 8.8
M20 8.8
M24 8.8
M30 8.8
Retrieving a connection from the Project. In the connection we have opened there is only 1 Connection avaliable.
projectInfo = client.GetProjectInfo()
connections = projectInfo.Connections
for conn in connections:
print(conn.Identifier)
# we will select the first connection to continue with the Connection Specific Items.
connection = connections[0].Identifier
connection2 = connections[1].Identifier0de79bf2-0035-4e66-8ae2-93df34436800
---------------------------------------------------------------------------
ArgumentOutOfRangeException Traceback (most recent call last)
~\AppData\Local\Temp\ipykernel_12880\4101456631.py in <module>
6 # we will select the first connection to continue with the Connection Specific Items.
7 connection = connections[0].Identifier
----> 8 connection2 = connections[1].Identifier
ArgumentOutOfRangeException: Index was out of range. Must be non-negative and less than the size of the collection.
Parameter name: index
at System.ThrowHelper.ThrowArgumentOutOfRangeException(ExceptionArgument argument, ExceptionResource resource)
at System.Collections.Generic.List`1.get_Item(Int32 index)
Member load case be retrieved and then updated through the API using JSON
If "percentageLoad" is false than "forcesOnSegments" is used, else "forcesPercentageOnSegments" is used.
Note for now checkEquilibrium and percentageLoad should not be through here.
# We can retrive the loads in JSON
loads_input = client.GetConnectionLoadingJSON(connection)
loads_json = json.loads(loads_input)loads_output = json.dumps(loads_json, indent=4)
print(loads_output)[
{
"id": 1,
"name": "LE1",
"checkEquilibrium": true,
"percentageLoad": false,
"forcesOnSegments": [
{
"beamSegmentId": 1,
"position": 1,
"n": -300000.0,
"qy": 0.0,
"qz": 0.0,
"mx": 0.0,
"my": 70000.0,
"mz": 8000.0,
"absPosition": 0.0,
"forceIn": 0
}
],
"forcesPercentageOnSegments": [
{
"beamSegmentId": 1,
"position": 1,
"n": -0.0567,
"qy": 0.0,
"qz": 0.0,
"mx": 0.0,
"my": 0.1056,
"mz": 0.0258,
"absPosition": 0.0,
"forceIn": 0
}
]
}
]
Lets update the axial force on the Column Member. Using Python dictionary notation we can set updated values to loads
loads_json[0]['forcesOnSegments'][0]['n'] = -450000loads_output = json.dumps(loads_json, indent=4)
print(loads_output)[
{
"id": 1,
"name": "LE1",
"checkEquilibrium": true,
"percentageLoad": false,
"forcesOnSegments": [
{
"beamSegmentId": 1,
"position": 1,
"n": -450000,
"qy": 0.0,
"qz": 0.0,
"mx": 0.0,
"my": 70000.0,
"mz": 8000.0,
"absPosition": 0.0,
"forceIn": 0
}
],
"forcesPercentageOnSegments": [
{
"beamSegmentId": 1,
"position": 1,
"n": -0.0567,
"qy": 0.0,
"qz": 0.0,
"mx": 0.0,
"my": 0.1056,
"mz": 0.0258,
"absPosition": 0.0,
"forceIn": 0
}
]
}
]
client.UpdateLoadingFromJson(connection, loads_output)'OK'
The code setup of the connection can be changed through the API using JSON as well.
code_input = client.GetCodeSetupJSON()
code_json = json.loads(code_input)
code_output = json.dumps(code_json, indent=4)
print(code_output){
"steelSetup": {
"gammaM0": 1.0,
"gammaM1": 1.0,
"gammaM2": 1.25,
"gammaMfi": 1.0,
"gammaMu": 1.1
},
"concreteSetup": null,
"stopAtLimitStrain": false,
"weldEvaluationData": 4,
"checkDetailing": false,
"applyConeBreakoutCheck": 0,
"pretensionForceFpc": 0.7,
"gammaInst": 1.2,
"gammaC": 1.5,
"gammaM3": 1.25,
"anchorLengthForStiffness": 8,
"jointBetaFactor": 0.67,
"effectiveAreaStressCoeff": 0.1,
"effectiveAreaStressCoeffAISC": 0.1,
"frictionCoefficient": 0.25,
"limitPlasticStrain": 0.05,
"limitDeformation": 0.03,
"limitDeformationCheck": false,
"analysisGNL": true,
"warnPlasticStrain": 0.03,
"warnCheckLevel": 0.95,
"optimalCheckLevel": 0.6,
"distanceBetweenBolts": 2.2,
"distanceDiameterBetweenBP": 4.0,
"distanceBetweenBoltsEdge": 1.2,
"bearingAngle": 0.4637339822548933,
"decreasingFtrd": 0.85,
"bracedSystem": false,
"bearingCheck": false,
"applyBetapInfluence": false,
"memberLengthRatio": 2.0,
"divisionOfSurfaceOfCHS": 64,
"divisionOfArcsOfRHS": 3,
"numElement": 8,
"numberIterations": 25,
"mdiv": 3,
"minSize": 0.01,
"maxSize": 0.05,
"numElementRhs": 16,
"rigidBP": false,
"alphaCC": 1.0,
"crackedConcrete": true,
"developedFillers": false,
"deformationBoltHole": true,
"extensionLengthRationOpenSections": 1.25,
"extensionLengthRationCloseSections": 1.25,
"factorPreloadBolt": 0.7,
"baseMetalCapacity": false,
"applyBearingCheck": true,
"frictionCoefficientPbolt": 0.3,
"crtCompCheckIS": 0,
"boltMaxGripLengthCoeff": 0.0,
"fatigueSectionOffset": 1.5,
"condensedElementLengthFactor": 4.0,
"gammaMu": 1.1
}
code_json['stopAtLimitStrain'] = True
code_json['numElementRhs'] = 24
code_output = json.dumps(code_json, indent=4)
print(code_output){
"steelSetup": {
"gammaM0": 1.0,
"gammaM1": 1.0,
"gammaM2": 1.25,
"gammaMfi": 1.0,
"gammaMu": 1.1
},
"concreteSetup": null,
"stopAtLimitStrain": true,
"weldEvaluationData": 4,
"checkDetailing": false,
"applyConeBreakoutCheck": 0,
"pretensionForceFpc": 0.7,
"gammaInst": 1.2,
"gammaC": 1.5,
"gammaM3": 1.25,
"anchorLengthForStiffness": 8,
"jointBetaFactor": 0.67,
"effectiveAreaStressCoeff": 0.1,
"effectiveAreaStressCoeffAISC": 0.1,
"frictionCoefficient": 0.25,
"limitPlasticStrain": 0.05,
"limitDeformation": 0.03,
"limitDeformationCheck": false,
"analysisGNL": true,
"warnPlasticStrain": 0.03,
"warnCheckLevel": 0.95,
"optimalCheckLevel": 0.6,
"distanceBetweenBolts": 2.2,
"distanceDiameterBetweenBP": 4.0,
"distanceBetweenBoltsEdge": 1.2,
"bearingAngle": 0.4637339822548933,
"decreasingFtrd": 0.85,
"bracedSystem": false,
"bearingCheck": false,
"applyBetapInfluence": false,
"memberLengthRatio": 2.0,
"divisionOfSurfaceOfCHS": 64,
"divisionOfArcsOfRHS": 3,
"numElement": 8,
"numberIterations": 25,
"mdiv": 3,
"minSize": 0.01,
"maxSize": 0.05,
"numElementRhs": 24,
"rigidBP": false,
"alphaCC": 1.0,
"crackedConcrete": true,
"developedFillers": false,
"deformationBoltHole": true,
"extensionLengthRationOpenSections": 1.25,
"extensionLengthRationCloseSections": 1.25,
"factorPreloadBolt": 0.7,
"baseMetalCapacity": false,
"applyBearingCheck": true,
"frictionCoefficientPbolt": 0.3,
"crtCompCheckIS": 0,
"boltMaxGripLengthCoeff": 0.0,
"fatigueSectionOffset": 1.5,
"condensedElementLengthFactor": 4.0,
"gammaMu": 1.1
}
client.UpdateCodeSetupJSON(code_output)'OK'
As the cross section is a Project parameter you only need to provide the Cross-Section Id and the Material Id you want to use. I will change the cross-section material from S355 to S275.
client.SetCrossSectionMaterial(1, 5)When updating a member section size I need to provide the connection in which the member is apart of, the member Id and the new cross-section Id.
client.SetMemberCrossSection(connection, 1, 3)Parameters allow for a user to define parameters in a connection which can change operation values. Parameters can also be updated through the API for a given connection.
Currently parameters must be defined either in a template or the connection file manually. Once a parameters is defined we can retrieve and modify them through the API.
parameters_input = client.GetParametersJSON(connection)
parameters_json = json.loads(parameters_input)
parameters_output = json.dumps(parameters_json)
print(parameters_output)[{"id": 1, "identifier": "plate_thk", "description": "plate_thk", "parameterType": "Float", "value": "0.016"}]
Lets change the plate thickness parameter value to 20mm
parameters_json[0]['value'] = 0.02
parameters_output = json.dumps(parameters_json)
print(parameters_output)[{"id": 1, "identifier": "plate_thk", "description": "plate_thk", "parameterType": "Float", "value": 0.02}]
client.ApplyParameters(connection, parameters_output)'OK'
We can evaluate certain The section dimensions will be used to understand how the dimensions may determine which template we want to adopt or how parameters will be affected.
We can use some of the expressions avaliable to do this. https://github.com/idea-statica/ideastatica-public/wiki/Reference-Guide-Expression-Parameters
height = client.EvaluateExpression(connection, "GetValue('COL', 'CrossSection.Bounds.Height')", None)
width = client.EvaluateExpression(connection, "GetValue('COL', 'CrossSection.Bounds.Width')", None)print(height)
print(width)0.30000000000000004
0.3
We can also evaluate what is avaliable at a lower level.
typeof = client.EvaluateExpression(connection, "GetValue('COL','Parameters')", None)
print(typeof){
"operationId": 1,
"imported": false,
"name": "COL",
"isActive": true,
"crossSectionType": "#1",
"cssWidth": 0.1,
"cssHeight": 0.2,
"flangeThickness": 0.005,
"webThickness": 0.005,
"materialName": "S 235",
"originalModelId": null,
"insertPointOnRefLine": 0.0,
"rigidLinkX": 0.0,
"rigidLinkY": 0.0,
"rigidLinkZ": 0.0,
"placementDefinition": 2,
"dirVectX": 6.1230317691118863E-17,
"dirVectY": 0.0,
"dirVectZ": 1.0,
"lcsyVectX": 0.0,
"lcsyVectY": 0.0,
"lcsyVectZ": 0.0,
"lcszVectX": 1.0,
"lcszVectY": 0.0,
"lcszVectZ": 0.0,
"angleAlpha": 0.0,
"angleBeta": -1.5707963267948966,
"eccentricityBeginX": 0.0,
"eccentricityBeginY": 0.0,
"eccentricityBeginZ": 0.0,
"eccentricityEndX": 0.0,
"eccentricityEndY": 0.0,
"eccentricityEndZ": 0.0,
"length": 6.0,
"rotationRx": 0.0,
"supportCode": 0,
"segmentEndBehavior": 0,
"theoreticalLengthY": 6.0,
"theoreticalLengthZ": 6.0,
"mirrorZ": false,
"mirrorY": false,
"forceIn": 1,
"forceAbsPosition": 0.0,
"alignment": 0,
"alignedPlateIndex": 0,
"alignedToPlate": {
"memberId": 0,
"plateIndex": 0
},
"alignedPlateSide": 0,
"alignedToPlateSide": 0,
"myData": {
"crossSectionType": "#1",
"cssWidth": 0.1,
"cssHeight": 0.2,
"flangeThickness": 0.005,
"webThickness": 0.005,
"materialName": "S 235",
"originalModelId": null,
"insertPointOnRefLine": 0.0,
"rigidLinkX": 0.0,
"rigidLinkY": 0.0,
"rigidLinkZ": 0.0,
"placementDefinition": 2,
"dirVectX": 6.1230317691118863E-17,
"dirVectY": 0.0,
"dirVectZ": 1.0,
"lcsyVectX": 0.0,
"lcsyVectY": 0.0,
"lcsyVectZ": 0.0,
"lcszVectX": 1.0,
"lcszVectY": 0.0,
"lcszVectZ": 0.0,
"angleAlpha": 0.0,
"angleBeta": -1.5707963267948966,
"eccentricityBeginX": 0.0,
"eccentricityBeginY": 0.0,
"eccentricityBeginZ": 0.0,
"eccentricityEndX": 0.0,
"eccentricityEndY": 0.0,
"eccentricityEndZ": 0.0,
"length": 6.0,
"rotationRx": 0.0,
"supportCode": 0,
"segmentEndBehavior": 0,
"theoreticalLengthY": 6.0,
"theoreticalLengthZ": 6.0,
"mirrorZ": false,
"mirrorY": false,
"forceIn": 1,
"forceAbsPosition": 0.0,
"alignment": 0,
"alignedPlateIndex": 0,
"alignedToPlate": {
"memberId": 0,
"plateIndex": 0
},
"alignedPlateSide": 0,
"alignedToPlateSide": 0,
"operationId": 1,
"imported": false,
"name": "COL"
}
}
Once modifications have been made to the connection, the connection can either be Saved or Saved As a new Connection. Lets SaveAs the connection
#client.Save()client.SaveAsProject('intro_baseplate_modified.ideaCon')Lets open the Saved connection file to view the changes
Once modifications have been made, the calculation can be triggered from the API and results retrieved.
result = client.Calculate(connection)
print(result)IdeaRS.OpenModel.Connection.ConnectionResultsData
results_input = client.GetCheckResultsJSON(connection)results_json = json.loads(results_input)
#print(json.dumps(results_json, indent=4))
summary_json = results_json['summary']
for item in summary_json:
print('{0}: {1}, {2}'.format(summary_json[item]['name'], summary_json[item]['checkStatus'] , summary_json[item]['checkValue']))Analysis: True, 1.0
Plates: True, 0.0
Anchors: True, 0.5681421256583504
Welds: True, 0.3028398428571428
Concrete block: True, 0.24209571747896802
Shear: True, 7.62577929945549e-05
Buckling: True, -1.0
Connection Costs are also provided as JSON output
cost_input = client.GetConnectionCost(connection)
cost_json = json.loads(cost_input)
cost_output = json.dumps(cost_json)
total_cost = cost_json['TotalEstimatedCost']
print(total_cost)145.47599720049766
We can also get IOM Geometry from the IDEA Connection file
xmlModel = client.GetConnectionModelXML(connection)
print(xmlModel)<?xml version="1.0" encoding="utf-16"?>
<ConnectionData xmlns:xsd="http://www.w3.org/2001/XMLSchema" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
<ConenctionPointId>1</ConenctionPointId>
<Beams>
<BeamData>
<Id>1</Id>
<Name>COL</Name>
<Plates>
<PlateData>
<Id>1</Id>
<Name />
<Thickness>0.012699999809265138</Thickness>
<Material>S 355</Material>
<Origin>
<Id>0</Id>
<X>0.1736485380017706</X>
<Y>-1.1925141429891539E-11</Y>
<Z>-1.0632555148446741E-17</Z>
</Origin>
<AxisX>
<X>6.1679056923619811E-17</X>
<Y>0</Y>
<Z>1</Z>
</AxisX>
<AxisY>
<X>0</X>
<Y>1</Y>
<Z>0</Z>
</AxisY>
<AxisZ>
<X>-1</X>
<Y>0</Y>
<Z>6.1679056923619811E-17</Z>
</AxisZ>
<Region>M 1.06325551484467E-17 0.085 L 0 -0.085 L 0.6 -0.085 L 0.6 0.085 L 1.06325551484467E-17 0.085</Region>
<Geometry>
<Outline>
<StartPoint>
<X>1.0632555148446741E-17</X>
<Y>0.085</Y>
</StartPoint>
<Segments>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0</X>
<Y>-0.085</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0.59999999999999964</X>
<Y>-0.085</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0.59999999999999964</X>
<Y>0.085</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>1.0632555148446741E-17</X>
<Y>0.085</Y>
</EndPoint>
</Segment2D>
</Segments>
</Outline>
</Geometry>
<OriginalModelId>Plate1</OriginalModelId>
<IsNegativeObject>false</IsNegativeObject>
</PlateData>
<PlateData>
<Id>2</Id>
<Name />
<Thickness>0.012699999809265138</Thickness>
<Material>S 355</Material>
<Origin>
<Id>0</Id>
<X>-0.17365146218896427</X>
<Y>-1.1925141429891539E-11</Y>
<Z>1.0632734197357596E-17</Z>
</Origin>
<AxisX>
<X>6.1679056923619811E-17</X>
<Y>0</Y>
<Z>1</Z>
</AxisX>
<AxisY>
<X>0</X>
<Y>1</Y>
<Z>0</Z>
</AxisY>
<AxisZ>
<X>-1</X>
<Y>0</Y>
<Z>6.1679056923619811E-17</Z>
</AxisZ>
<Region>M -1.06327341973576E-17 0.085 L 0 -0.085 L 0.6 -0.085 L 0.6 0.085 L -1.06327341973576E-17 0.085</Region>
<Geometry>
<Outline>
<StartPoint>
<X>-1.0632734197357596E-17</X>
<Y>0.085</Y>
</StartPoint>
<Segments>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0</X>
<Y>-0.085</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0.59999999999999964</X>
<Y>-0.085</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0.59999999999999964</X>
<Y>0.085</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>-1.0632734197357596E-17</X>
<Y>0.085</Y>
</EndPoint>
</Segment2D>
</Segments>
</Outline>
</Geometry>
<OriginalModelId>Plate2</OriginalModelId>
<IsNegativeObject>false</IsNegativeObject>
</PlateData>
<PlateData>
<Id>3</Id>
<Name />
<Thickness>0.008</Thickness>
<Material>S 355</Material>
<Origin>
<Id>0</Id>
<X>-1.462093596832359E-06</X>
<Y>-1.1925141429891539E-11</Y>
<Z>8.9524455427837144E-23</Z>
</Origin>
<AxisX>
<X>6.1679056923619811E-17</X>
<Y>0</Y>
<Z>1</Z>
</AxisX>
<AxisY>
<X>1</X>
<Y>0</Y>
<Z>-6.1230317691118863E-17</Z>
</AxisY>
<AxisZ>
<X>-0</X>
<Y>1</Y>
<Z>0</Z>
</AxisZ>
<Region>M 1.07104787162133E-17 0.173650000095367 L -7.79235677665848E-20 -0.173650000095367 L 0.6 -0.173650000095367 L 0.6 0.173650000095367 L 1.07104787162133E-17 0.173650000095367</Region>
<Geometry>
<Outline>
<StartPoint>
<X>1.0710478716213326E-17</X>
<Y>0.17365000009536743</Y>
</StartPoint>
<Segments>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>-7.79235677665848E-20</X>
<Y>-0.17365000009536743</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
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<X>-0.17365146218896427</X>
<Y>0.084999999988074865</Y>
<Z>0.15</Z>
</Start>
<End>
<Id>0</Id>
<X>-0.17365146218896427</X>
<Y>0.084999999988074865</Y>
<Z>0</Z>
</End>
</WeldData>
<WeldData>
<Id>14</Id>
<Name />
<Thickness>0.008</Thickness>
<Material>S 355</Material>
<WeldType>NotSpecified</WeldType>
<ConnectedPartIds>
<string>4</string>
<string>9</string>
</ConnectedPartIds>
<Start>
<Id>0</Id>
<X>-0.18000146209359683</X>
<Y>-1.1925141429891539E-11</Y>
<Z>1.0827142089963769E-17</Z>
</Start>
<End>
<Id>0</Id>
<X>-0.26000146209359681</X>
<Y>-1.1925141429891539E-11</Y>
<Z>1.3276375419423757E-17</Z>
</End>
</WeldData>
<WeldData>
<Id>15</Id>
<Name />
<Thickness>0.008</Thickness>
<Material>S 355</Material>
<WeldType>NotSpecified</WeldType>
<ConnectedPartIds>
<string>1</string>
<string>9</string>
</ConnectedPartIds>
<Start>
<Id>0</Id>
<X>-0.18000146209359683</X>
<Y>-1.1925141429891539E-11</Y>
<Z>0.15</Z>
</Start>
<End>
<Id>0</Id>
<X>-0.18000146209359683</X>
<Y>-1.1925141429891539E-11</Y>
<Z>1.0827142089963769E-17</Z>
</End>
</WeldData>
<WeldData>
<Id>16</Id>
<Name />
<Thickness>0.008</Thickness>
<Material>S 355</Material>
<WeldType>NotSpecified</WeldType>
<ConnectedPartIds>
<string>4</string>
<string>10</string>
</ConnectedPartIds>
<Start>
<Id>0</Id>
<X>0.17999853790640316</X>
<Y>-1.1925141429891539E-11</Y>
<Z>-1.9440789260617284E-19</Z>
</Start>
<End>
<Id>0</Id>
<X>0.25999853790640315</X>
<Y>-1.1925141429891539E-11</Y>
<Z>-2.64364122206616E-18</Z>
</End>
</WeldData>
<WeldData>
<Id>17</Id>
<Name />
<Thickness>0.008</Thickness>
<Material>S 355</Material>
<WeldType>NotSpecified</WeldType>
<ConnectedPartIds>
<string>1</string>
<string>10</string>
</ConnectedPartIds>
<Start>
<Id>0</Id>
<X>0.17999853790640316</X>
<Y>-1.1925141429891539E-11</Y>
<Z>0.15</Z>
</Start>
<End>
<Id>0</Id>
<X>0.17999853790640316</X>
<Y>-1.1925141429891539E-11</Y>
<Z>-1.9440789260617284E-19</Z>
</End>
</WeldData>
</Welds>
<ConcreteBlocks>
<ConcreteBlockData>
<Id>1</Id>
<Name>CB 1</Name>
<Depth>0.6</Depth>
<Material>C25/30</Material>
<Center>
<Id>0</Id>
<X>-6.1230317691118863E-19</X>
<Y>0</Y>
<Z>-0.01</Z>
</Center>
<OutlinePoints>
<Point2D>
<X>0.46499999998807479</X>
<Y>0.56000146209359691</Y>
</Point2D>
<Point2D>
<X>-0.46500000001192515</X>
<Y>0.56000146209359691</Y>
</Point2D>
<Point2D>
<X>-0.46500000001192515</X>
<Y>-0.55999853790640319</Y>
</Point2D>
<Point2D>
<X>0.46499999998807479</X>
<Y>-0.55999853790640319</Y>
</Point2D>
<Point2D>
<X>0.46499999998807479</X>
<Y>0.56000146209359691</Y>
</Point2D>
</OutlinePoints>
<Origin>
<Id>0</Id>
<X>-1.2246063538223773E-18</X>
<Y>0</Y>
<Z>-0.02</Z>
</Origin>
<AxisX>
<X>0</X>
<Y>1</Y>
<Z>0</Z>
</AxisX>
<AxisY>
<X>-1</X>
<Y>0</Y>
<Z>6.1230317691118863E-17</Z>
</AxisY>
<AxisZ>
<X>6.1230317691118863E-17</X>
<Y>-0</Y>
<Z>1</Z>
</AxisZ>
<Region>M 0.464999999988075 0.560001462093597 L -0.465000000011925 0.560001462093597 L -0.465000000011925 -0.559998537906403 L 0.464999999988075 -0.559998537906403 L 0.464999999988075 0.560001462093597</Region>
</ConcreteBlockData>
</ConcreteBlocks>
<CutBeamByBeams />
</ConnectionData>
connDataModel = client.GetAllConnectionData(connection)
print(connDataModel)<?xml version="1.0" encoding="utf-16"?>
<OpenModelContainer xmlns:xsd="http://www.w3.org/2001/XMLSchema" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
<OpenModel>
<Version>2</Version>
<OriginSettings>
<ProjectName>CON1</ProjectName>
<ProjectDescription />
<DateOfCreate>2022-11-23T12:21:58.2196109+01:00</DateOfCreate>
<CrossSectionConversionTable>NoUsed</CrossSectionConversionTable>
<CountryCode>ECEN</CountryCode>
<ImportRecommendedWelds>false</ImportRecommendedWelds>
<CheckEquilibrium>true</CheckEquilibrium>
</OriginSettings>
<Point3D>
<Point3D>
<Id>1</Id>
<Name>1</Name>
<X>0</X>
<Y>0</Y>
<Z>0</Z>
</Point3D>
<Point3D>
<Id>2</Id>
<Name>2</Name>
<X>3.6738190614671314E-17</X>
<Y>0</Y>
<Z>0.6</Z>
</Point3D>
</Point3D>
<LineSegment3D>
<LineSegment3D>
<Id>1</Id>
<StartPoint>
<TypeName>Point3D</TypeName>
<Id>1</Id>
</StartPoint>
<EndPoint>
<TypeName>Point3D</TypeName>
<Id>2</Id>
</EndPoint>
<LocalCoordinateSystem xsi:type="CoordSystemByVector">
<VecX>
<X>6.1230317691118863E-17</X>
<Y>0</Y>
<Z>1</Z>
</VecX>
<VecY>
<X>0</X>
<Y>1</Y>
<Z>0</Z>
</VecY>
<VecZ>
<X>-1</X>
<Y>0</Y>
<Z>6.1230317691118863E-17</Z>
</VecZ>
</LocalCoordinateSystem>
</LineSegment3D>
</LineSegment3D>
<ArcSegment3D />
<PolyLine3D>
<PolyLine3D>
<Id>1</Id>
<Segments>
<ReferenceElement>
<TypeName>LineSegment3D</TypeName>
<Id>1</Id>
</ReferenceElement>
</Segments>
</PolyLine3D>
</PolyLine3D>
<Region3D />
<MatConcrete>
<MatConcrete xsi:type="MatConcreteEc2">
<Id>3</Id>
<Name>C25/30</Name>
<LoadFromLibrary>false</LoadFromLibrary>
<E>31475806210.019348</E>
<G>13114919254.174728</G>
<Poisson>0.2</Poisson>
<UnitMass>2500</UnitMass>
<SpecificHeat>750</SpecificHeat>
<ThermalExpansion>1E-05</ThermalExpansion>
<ThermalConductivity>0.8</ThermalConductivity>
<IsDefaultMaterial>true</IsDefaultMaterial>
<OrderInCode>3</OrderInCode>
<StateOfThermalExpansion>Code</StateOfThermalExpansion>
<StateOfThermalConductivity>Code</StateOfThermalConductivity>
<StateOfThermalSpecificHeat>Code</StateOfThermalSpecificHeat>
<StateOfThermalStressStrain>Code</StateOfThermalStressStrain>
<StateOfThermalStrain>Code</StateOfThermalStrain>
<UserThermalSpecificHeatCurvature>
<Points />
</UserThermalSpecificHeatCurvature>
<UserThermalConductivityCurvature>
<Points />
</UserThermalConductivityCurvature>
<UserThermalExpansionCurvature>
<Points />
</UserThermalExpansionCurvature>
<UserThermalStrainCurvature>
<Points />
</UserThermalStrainCurvature>
<UserThermalStressStrainCurvature />
<CalculateDependentValues>true</CalculateDependentValues>
<Fck>25000000</Fck>
<Ecm>31475806210.019348</Ecm>
<Epsc1>0.0020693662482105194</Epsc1>
<Epsc2>0.002</Epsc2>
<Epsc3>0.00175</Epsc3>
<Epscu1>0.0035</Epscu1>
<Epscu2>0.0035</Epscu2>
<Epscu3>0.0035</Epscu3>
<Fctm>2564963.920015045</Fctm>
<Fctk_0_05>1795474.7440105313</Fctk_0_05>
<Fctk_0_95>3334453.0960195586</Fctk_0_95>
<NFactor>2</NFactor>
<Fcm>33000000</Fcm>
<StoneDiameter>0.016</StoneDiameter>
<CementClass>R</CementClass>
<AggregateType>Quartzite</AggregateType>
<DiagramType>Parabolic</DiagramType>
<SilicaFume>false</SilicaFume>
<PlainConcreteDiagram>false</PlainConcreteDiagram>
<UserDiagram>
<Points />
</UserDiagram>
</MatConcrete>
</MatConcrete>
<MatReinforcement />
<MatSteel>
<MatSteel xsi:type="MatSteelEc2">
<Id>1</Id>
<Name>S 355</Name>
<LoadFromLibrary>false</LoadFromLibrary>
<E>210000000000</E>
<G>80769230769.230774</G>
<Poisson>0.3</Poisson>
<UnitMass>7850</UnitMass>
<SpecificHeat>490</SpecificHeat>
<ThermalExpansion>1.2E-05</ThermalExpansion>
<ThermalConductivity>50.199999999999996</ThermalConductivity>
<IsDefaultMaterial>true</IsDefaultMaterial>
<OrderInCode>0</OrderInCode>
<StateOfThermalExpansion>Code</StateOfThermalExpansion>
<StateOfThermalConductivity>Code</StateOfThermalConductivity>
<StateOfThermalSpecificHeat>Code</StateOfThermalSpecificHeat>
<StateOfThermalStressStrain>Code</StateOfThermalStressStrain>
<StateOfThermalStrain>Code</StateOfThermalStrain>
<UserThermalSpecificHeatCurvature>
<Points />
</UserThermalSpecificHeatCurvature>
<UserThermalConductivityCurvature>
<Points />
</UserThermalConductivityCurvature>
<UserThermalExpansionCurvature>
<Points />
</UserThermalExpansionCurvature>
<UserThermalStrainCurvature>
<Points />
</UserThermalStrainCurvature>
<UserThermalStressStrainCurvature />
<fy>355000000</fy>
<fu>490000000</fu>
<fy40>335000000</fy40>
<fu40>470000000</fu40>
<DiagramType>Bilinear</DiagramType>
<UserDiagram>
<Points />
</UserDiagram>
<MaterialStrength>
<List />
</MaterialStrength>
</MatSteel>
</MatSteel>
<MatPrestressSteel />
<CrossSection>
<CrossSection xsi:type="CrossSectionParameter">
<Id>3</Id>
<Name>IPE360</Name>
<CrossSectionRotation>0</CrossSectionRotation>
<CrossSectionType>RolledI</CrossSectionType>
<Parameters>
<Parameter xsi:type="ParameterDouble">
<Name>B</Name>
<Value>0.17</Value>
</Parameter>
<Parameter xsi:type="ParameterDouble">
<Name>H</Name>
<Value>0.36</Value>
</Parameter>
<Parameter xsi:type="ParameterDouble">
<Name>s</Name>
<Value>0.008</Value>
</Parameter>
<Parameter xsi:type="ParameterDouble">
<Name>t</Name>
<Value>0.012699999809265138</Value>
</Parameter>
<Parameter xsi:type="ParameterDouble">
<Name>r2</Name>
<Value>0.018000000000000002</Value>
</Parameter>
<Parameter xsi:type="ParameterDouble">
<Name>tapperF</Name>
<Value>0</Value>
</Parameter>
<Parameter xsi:type="ParameterDouble">
<Name>r1</Name>
<Value>0.0001</Value>
</Parameter>
</Parameters>
<Material>
<TypeName>MatSteel</TypeName>
<Id>1</Id>
</Material>
</CrossSection>
</CrossSection>
<ReinforcedCrossSection />
<HingeElement1D />
<Opening />
<DappedEnd />
<PatchDevice />
<Element1D>
<Element1D>
<Id>1</Id>
<Name>EB1</Name>
<CrossSectionBegin>
<TypeName>CrossSection</TypeName>
<Id>3</Id>
</CrossSectionBegin>
<CrossSectionEnd>
<TypeName>CrossSection</TypeName>
<Id>3</Id>
</CrossSectionEnd>
<Segment>
<TypeName>LineSegment3D</TypeName>
<Id>1</Id>
</Segment>
<RotationRx>0</RotationRx>
<EccentricityBeginX>0</EccentricityBeginX>
<EccentricityBeginY>0</EccentricityBeginY>
<EccentricityBeginZ>0</EccentricityBeginZ>
<EccentricityEndX>0</EccentricityEndX>
<EccentricityEndY>0</EccentricityEndY>
<EccentricityEndZ>0</EccentricityEndZ>
</Element1D>
</Element1D>
<Beam />
<Member1D>
<Member1D>
<Id>1</Id>
<Name>COL</Name>
<Elements1D>
<ReferenceElement>
<TypeName>Element1D</TypeName>
<Id>1</Id>
</ReferenceElement>
</Elements1D>
<Member1DType>Beam</Member1DType>
<Alignment>Center</Alignment>
<MirrorY>false</MirrorY>
<MirrorZ>false</MirrorZ>
</Member1D>
</Member1D>
<Element2D />
<Wall />
<Member2D />
<RigidLink />
<PointOnLine3D />
<PointSupportNode />
<LineSupportSegment />
<LoadsInPoint />
<LoadsOnLine />
<StrainLoadsOnLine />
<PointLoadsOnLine />
<LoadsOnSurface />
<Settlements />
<TemperatureLoadsOnLine />
<LoadGroup>
<LoadGroup xsi:type="LoadGroupEC">
<Id>1</Id>
<Name>LG1</Name>
<Relation>Standard</Relation>
<GroupType>Permanent</GroupType>
<GammaQ>1.35</GammaQ>
<Dzeta>0.85</Dzeta>
<GammaGInf>1</GammaGInf>
<GammaGSup>1.35</GammaGSup>
<Psi0>0</Psi0>
<Psi1>0</Psi1>
<Psi2>0</Psi2>
</LoadGroup>
</LoadGroup>
<LoadCase>
<LoadCase>
<Id>1</Id>
<Name>LE1</Name>
<LoadType>Permanent</LoadType>
<Type>PermanentStandard</Type>
<Variable>Standard</Variable>
<LoadGroup>
<TypeName>LoadGroup</TypeName>
<Id>1</Id>
</LoadGroup>
<LoadsInPoint />
<LoadsOnLine />
<StrainLoadsOnLine />
<PointLoadsOnLine />
<LoadsOnSurface />
<Settlements />
<TemperatureLoadsOnLine />
</LoadCase>
</LoadCase>
<CombiInput />
<Attribute />
<ConnectionPoint>
<ConnectionPoint>
<Id>1</Id>
<Name>CON1</Name>
<Node>
<TypeName>Point3D</TypeName>
<Id>1</Id>
</Node>
<ConnectedMembers>
<ConnectedMember>
<Id>1</Id>
<MemberId>
<TypeName>Member1D</TypeName>
<Id>1</Id>
</MemberId>
<IsContinuous>false</IsContinuous>
<Length>0</Length>
</ConnectedMember>
</ConnectedMembers>
<NodeId>0</NodeId>
</ConnectionPoint>
</ConnectionPoint>
<Connections>
<ConnectionData>
<ConenctionPointId>1</ConenctionPointId>
<Beams>
<BeamData>
<Id>1</Id>
<Name>COL</Name>
<OriginalModelId>Beam1</OriginalModelId>
<IsAdded>false</IsAdded>
<AddedMemberLength>0</AddedMemberLength>
<IsNegativeObject>false</IsNegativeObject>
<MirrorY>false</MirrorY>
<RefLineInCenterOfGravity>true</RefLineInCenterOfGravity>
<IsBearingMember>false</IsBearingMember>
<AutoAddCutByWorkplane>false</AutoAddCutByWorkplane>
</BeamData>
</Beams>
<Plates>
<PlateData>
<Id>4</Id>
<Name>BP1</Name>
<Thickness>0.02</Thickness>
<Material>S 355</Material>
<Origin>
<Id>0</Id>
<X>-6.1230317691118863E-19</X>
<Y>0</Y>
<Z>-0.01</Z>
</Origin>
<AxisX>
<X>0</X>
<Y>1</Y>
<Z>0</Z>
</AxisX>
<AxisY>
<X>-1</X>
<Y>0</Y>
<Z>6.1230317691118863E-17</Z>
</AxisY>
<AxisZ>
<X>6.1230317691118863E-17</X>
<Y>-0</Y>
<Z>1</Z>
</AxisZ>
<Geometry>
<Outline>
<StartPoint>
<X>-0.16500000001192516</X>
<Y>-0.25999853790640315</Y>
</StartPoint>
<Segments>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0.16499999998807485</X>
<Y>-0.25999853790640315</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0.16499999998807485</X>
<Y>0.26000146209359681</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>-0.16500000001192516</X>
<Y>0.26000146209359681</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>-0.16500000001192516</X>
<Y>-0.25999853790640315</Y>
</EndPoint>
</Segment2D>
</Segments>
</Outline>
</Geometry>
<OriginalModelId>Plate4</OriginalModelId>
<IsNegativeObject>false</IsNegativeObject>
</PlateData>
<PlateData>
<Id>5</Id>
<Name>WID1a</Name>
<Thickness>0.02</Thickness>
<Material>S 355</Material>
<Origin>
<Id>0</Id>
<X>0.1736485380017706</X>
<Y>-0.085000000011925148</Y>
<Z>-1.0632555148446741E-17</Z>
</Origin>
<AxisX>
<X>0</X>
<Y>-1</Y>
<Z>-6.25444420496867E-17</Z>
</AxisX>
<AxisY>
<X>6.1508200810257972E-17</X>
<Y>-6.25444420496867E-17</Y>
<Z>1</Z>
</AxisY>
<AxisZ>
<X>-1</X>
<Y>-3.8469961011576724E-33</Y>
<Z>6.1508200810257972E-17</Z>
</AxisZ>
<Geometry>
<Outline>
<StartPoint>
<X>0</X>
<Y>0</Y>
</StartPoint>
<Segments>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0.080000000000000016</X>
<Y>1.5407439555097887E-33</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>-9.3816663074530061E-18</X>
<Y>0.15</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0</X>
<Y>0</Y>
</EndPoint>
</Segment2D>
</Segments>
</Outline>
</Geometry>
<OriginalModelId>Plate5</OriginalModelId>
<IsNegativeObject>false</IsNegativeObject>
</PlateData>
<PlateData>
<Id>6</Id>
<Name>WID1b</Name>
<Thickness>0.02</Thickness>
<Material>S 355</Material>
<Origin>
<Id>0</Id>
<X>0.1736485380017706</X>
<Y>0.084999999988074865</Y>
<Z>0</Z>
</Origin>
<AxisX>
<X>-0</X>
<Y>1</Y>
<Z>6.25444420496867E-17</Z>
</AxisX>
<AxisY>
<X>6.1508200810257984E-17</X>
<Y>-6.25444420496867E-17</Y>
<Z>1</Z>
</AxisY>
<AxisZ>
<X>1</X>
<Y>3.8469961011576731E-33</Y>
<Z>-6.1508200810257984E-17</Z>
</AxisZ>
<Geometry>
<Outline>
<StartPoint>
<X>0</X>
<Y>0</Y>
</StartPoint>
<Segments>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0.079999999999999988</X>
<Y>7.7037197775489434E-34</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>9.3816663074530061E-18</X>
<Y>0.15</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0</X>
<Y>0</Y>
</EndPoint>
</Segment2D>
</Segments>
</Outline>
</Geometry>
<OriginalModelId>Plate6</OriginalModelId>
<IsNegativeObject>false</IsNegativeObject>
</PlateData>
<PlateData>
<Id>7</Id>
<Name>WID1c</Name>
<Thickness>0.02</Thickness>
<Material>S 355</Material>
<Origin>
<Id>0</Id>
<X>-0.17365146218896427</X>
<Y>-0.085000000011925148</Y>
<Z>1.0632734197357596E-17</Z>
</Origin>
<AxisX>
<X>0</X>
<Y>-1</Y>
<Z>6.25454952785741E-17</Z>
</AxisX>
<AxisY>
<X>6.1508200810257984E-17</X>
<Y>6.25454952785741E-17</Y>
<Z>1</Z>
</AxisY>
<AxisZ>
<X>-1</X>
<Y>3.847060883371578E-33</Y>
<Z>6.1508200810257984E-17</Z>
</AxisZ>
<Geometry>
<Outline>
<StartPoint>
<X>0</X>
<Y>0</Y>
</StartPoint>
<Segments>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0.080000000000000016</X>
<Y>-7.7037197775489434E-34</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>9.3818242917861144E-18</X>
<Y>0.15</Y>
</EndPoint>
</Segment2D>
<Segment2D xsi:type="LineSegment2D">
<EndPoint>
<X>0</X>
<Y>0</Y>
</EndPoint>
</Segment2D>
</Segments>
</Outline>
</Geometry>
<OriginalModelId>Plate7</OriginalModelId>
<IsNegativeObject>false</IsNegativeObject>
</PlateData>
<PlateData>
<Id>8</Id>
<Name>WID1d</Name>
<Thickness>0.02</Thickness>
<Material>S 355</Material>
<Origin>
<Id>0</Id>
<X>-0.17365146218896427</X>
<Y>0.084999999988074865</Y>
<Z>0</Z>
</Origin>
<AxisX>
<X>-0</X>
<Y>1</Y>
<Z>-6.25454952785741E-17</Z>
</AxisX>
<AxisY>
<X>6.1508200810257984E-17</X>
<Y>6.25454952785741E-17</Y>
<Z>1</Z>
</AxisY>
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<SectionResultBase xsi:type="ResultOfInternalForces">
<Loading>
<LoadingType>LoadCase</LoadingType>
<Id>1</Id>
<Items>
<ResultOfLoadingItem>
<Coefficient>1</Coefficient>
</ResultOfLoadingItem>
</Items>
</Loading>
<N>-300000</N>
<Qy>-0</Qy>
<Qz>-0</Qz>
<Mx>0</Mx>
<My>-70000</My>
<Mz>8000</Mz>
</SectionResultBase>
</Results>
</ResultBase>
</Results>
</ResultOnMember>
</Members>
</ResultOnMembers>
</ResultOnMembers>
</OpenModelResult>
</OpenModelContainer>
We will learn more about applying templates in the next session