diff --git a/StructureHelper/Documentation/Manuals/Руководство пользователя.docx b/StructureHelper/Documentation/Manuals/Руководство пользователя.docx index c83778f..4c95d6a 100644 Binary files a/StructureHelper/Documentation/Manuals/Руководство пользователя.docx and b/StructureHelper/Documentation/Manuals/Руководство пользователя.docx differ diff --git a/StructureHelper/Documentation/Manuals/Руководство пользователя.pdf b/StructureHelper/Documentation/Manuals/Руководство пользователя.pdf index 18817d7..70b4cf4 100644 Binary files a/StructureHelper/Documentation/Manuals/Руководство пользователя.pdf and b/StructureHelper/Documentation/Manuals/Руководство пользователя.pdf differ diff --git a/StructureHelper/Documentation/Verification/1_ex_13.shpj b/StructureHelper/Documentation/Verification/1_ex_13.shpj new file mode 100644 index 0000000..e81745e --- /dev/null +++ b/StructureHelper/Documentation/Verification/1_ex_13.shpj @@ -0,0 +1,432 @@ +{ + "$id": "1", + "$type": "RootObject", + "FileVersion": { + "Id": "6822cd0c-4538-4632-81fc-03ec17cbb44c", + "VersionNumber": 1, + "SubVersionNumber": 4 + }, + "Project": { + "Id": "a952c761-bddb-4e0b-920c-c3356248fee9", + "VisualAnalyses": { + "$id": "2", + "$type": "ListOfIVisualAnalysis", + "$values": [ + { + "$id": "3", + "$type": "VisualAnalysis", + "Id": "92dacc33-5f10-4212-a51a-2ecb9856abd8", + "Analysis": { + "$id": "4", + "$type": "BeamShearAnalysis", + "Id": "9e42784c-c88b-480a-b107-c511090f5f22", + "Name": "New Beam Shear Analysis", + "Tags": "#New group", + "Comment": "", + "Color": "#FF800000", + "VersionProcessor": { + "$id": "5", + "$type": "VersionProcessor", + "Id": "05cc6d31-6ece-432a-9ba1-839c1603812b", + "Versions": { + "$type": "ListOfIDateVersion", + "$values": [ + { + "$id": "6", + "$type": "DateVersion", + "Id": "1e3674c3-7a21-4d10-8eba-fa271d516536", + "DateTime": "2025-12-21T18:45:50.8280488+05:00", + "Comment": "", + "AnalysisVersion": { + "$id": "7", + "$type": "BeamShear", + "Id": "50b0abdf-9ec4-491c-ada0-cf19f0da60aa", + "Repository": { + "$id": "8", + "$type": "BeamShearRepository", + "Id": "f7d1825d-722e-409e-bd75-58958de60991", + "Actions": { + "$type": "ListOfBeamShearActions", + "$values": [ + { + "$id": "9", + "$type": "BeamShearAction", + "Id": "a8835d4a-2f09-4c34-b91c-f9cf83288d5c", + "Name": "New shear action", + "ExternalForce": { + "$id": "10", + "$type": "FactoredForceTuple", + "Id": "b4e75a29-34dd-411e-b7d5-0bc28438beb7", + "ForceTuple": { + "$id": "11", + "$type": "ForceTuple", + "Id": "a38e7e3f-8943-46f2-8245-9273b31c5cd3", + "Mx": 0.0, + "My": 0.0, + "Nz": 0.0, + "Qx": 0.0, + "Qy": 0.0, + "Mz": 0.0 + }, + "CombinationProperty": { + "$id": "12", + "$type": "ForceFactoredCombinationProperty", + "Id": "8ca4bad6-a529-40dc-8c6b-cd817a154638", + "CalctTerm": 1, + "LimitState": 1, + "LongTermFactor": 1.0, + "ULSFactor": 1.2 + } + }, + "SupportAction": { + "$id": "13", + "$type": "BeamShearAxisAction", + "Id": "ddd30a67-ad3e-46f2-bc3f-138b0d334018", + "Name": "", + "SupportForce": { + "$id": "14", + "$type": "FactoredForceTuple", + "Id": "9c559535-abaf-41a5-84aa-fdcbdc54a9ba", + "ForceTuple": { + "$id": "15", + "$type": "ForceTuple", + "Id": "278351c0-92be-479c-975f-40a515000f11", + "Mx": 0.0, + "My": 0.0, + "Nz": 0.0, + "Qx": 0.0, + "Qy": 137500.0, + "Mz": 0.0 + }, + "CombinationProperty": { + "$id": "16", + "$type": "ForceFactoredCombinationProperty", + "Id": "9f34993e-8c99-42b6-abf4-bf79f7c7aa72", + "CalctTerm": 1, + "LimitState": 1, + "LongTermFactor": 1.0, + "ULSFactor": 1.2 + } + }, + "SpanLoads": { + "$type": "ListOfSpanLoads", + "$values": [ + { + "$id": "17", + "$type": "DistributedLoad", + "Id": "a341042b-e496-43f4-aa38-d5e676c41c71", + "Name": "Consalt load", + "LoadValue": { + "$id": "18", + "$type": "ForceTuple", + "Id": "680572cb-aca4-473a-8be0-abb77be5c366", + "Mx": 0.0, + "My": 0.0, + "Nz": 0.0, + "Qx": 0.0, + "Qy": -14000.0, + "Mz": 0.0 + }, + "StartCoordinate": 0.0, + "EndCoordinate": 100.0, + "RelativeLoadLevel": 0.5, + "LoadRatio": 1.0, + "CombinationProperty": { + "$id": "19", + "$type": "ForceFactoredCombinationProperty", + "Id": "51694c12-fae7-4089-9231-f49864d95322", + "CalctTerm": 2, + "LimitState": 1, + "LongTermFactor": 1.0, + "ULSFactor": 1.2 + } + }, + { + "$id": "20", + "$type": "DistributedLoad", + "Id": "2725288f-704f-4a8e-9f2d-dece5867b24f", + "Name": "Distributed load", + "LoadValue": { + "$id": "21", + "$type": "ForceTuple", + "Id": "fd6496ff-0845-4e30-9d88-23831de3f36f", + "Mx": 0.0, + "My": 0.0, + "Nz": 0.0, + "Qx": 0.0, + "Qy": -36000.0, + "Mz": 0.0 + }, + "StartCoordinate": 0.0, + "EndCoordinate": 100.0, + "RelativeLoadLevel": 0.5, + "LoadRatio": 0.5, + "CombinationProperty": { + "$id": "22", + "$type": "ForceFactoredCombinationProperty", + "Id": "f9189131-2f11-401d-98dc-9dbf1c2a2e15", + "CalctTerm": 1, + "LimitState": 1, + "LongTermFactor": 1.0, + "ULSFactor": 1.2 + } + } + ] + } + } + } + ] + }, + "Sections": { + "$type": "ListOfBeamShearSections", + "$values": [ + { + "$id": "23", + "$type": "BeamShearSection", + "Id": "2ae72d1b-6b87-40c0-9020-87f7bf7c7b0a", + "Name": "New rectangle section", + "Shape": { + "$id": "24", + "$type": "RectangleShape", + "Id": "e1a51d15-72ab-4b98-bec2-fea520c249d4", + "Width": 0.2, + "Height": 0.4 + }, + "ConcreteMaterial": { + "$id": "25", + "$type": "ConcreteLibMaterial", + "Id": "d9897df3-f4b6-4c42-8b6d-12603074536a", + "RelativeHumidity": 0.55, + "MinAge": 0.0, + "MaxAge": 2207520000.0, + "MaterialEntityId": "27ca419d-cff3-4f7f-82af-d577bb343651", + "SafetyFactors": { + "$id": "26", + "$type": "ListOfMaterialSafetyFactor", + "$values": [ + { + "$id": "27", + "$type": "MaterialSafetyFactor", + "Id": "aef1f7ff-1d54-4cb2-a414-8bec710d4127", + "Name": "Gamma_b1", + "Take": true, + "Description": "Coefficient for considering long term calculations", + "PartialFactors": { + "$type": "ListOfMaterialPartialFactor", + "$values": [ + { + "$id": "28", + "$type": "MaterialPartialFactor", + "Id": "11bdddaa-f8ac-4fc1-a8ef-faef8e7b656d", + "FactorValue": 0.9, + "StressState": 0, + "CalcTerm": 2, + "LimitState": 1 + }, + { + "$id": "29", + "$type": "MaterialPartialFactor", + "Id": "4f0cebcd-959b-411f-8617-ea8ad7fd99e4", + "FactorValue": 0.9, + "StressState": 1, + "CalcTerm": 2, + "LimitState": 1 + } + ] + } + }, + { + "$id": "30", + "$type": "MaterialSafetyFactor", + "Id": "9dd1a656-c974-49ac-b111-e8eb55513187", + "Name": "Gamma_b2", + "Take": false, + "Description": "Coefficient for plain concrete structures", + "PartialFactors": { + "$type": "ListOfMaterialPartialFactor", + "$values": [ + { + "$id": "31", + "$type": "MaterialPartialFactor", + "Id": "a3592820-2720-4956-a3e0-add232553298", + "FactorValue": 0.9, + "StressState": 1, + "CalcTerm": 1, + "LimitState": 1 + }, + { + "$id": "32", + "$type": "MaterialPartialFactor", + "Id": "fd3e5439-8a3f-4cb3-9167-dbf9d4737732", + "FactorValue": 0.9, + "StressState": 1, + "CalcTerm": 2, + "LimitState": 1 + } + ] + } + }, + { + "$id": "33", + "$type": "MaterialSafetyFactor", + "Id": "7056b6de-d91e-46e6-b574-6374ac943b49", + "Name": "Gamma_b3", + "Take": false, + "Description": "Coefficient for considering bleeding in vertical placement conditionals", + "PartialFactors": { + "$type": "ListOfMaterialPartialFactor", + "$values": [ + { + "$id": "34", + "$type": "MaterialPartialFactor", + "Id": "2b9cf296-0135-4ec3-97fc-f091719ec7e2", + "FactorValue": 0.85, + "StressState": 1, + "CalcTerm": 1, + "LimitState": 1 + }, + { + "$id": "35", + "$type": "MaterialPartialFactor", + "Id": "75395e20-47c3-4e29-96c3-5ce36674fcfc", + "FactorValue": 0.85, + "StressState": 1, + "CalcTerm": 2, + "LimitState": 1 + } + ] + } + } + ] + }, + "TensionForULS": true, + "TensionForSLS": true, + "MaterialLogicId": "b97e8168-76a1-4e24-ae98-9aa38edd1e9a" + }, + "CenterCover": 0.03, + "ReinforcementArea": 0.000101, + "ReinforcementMaterial": { + "$id": "36", + "$type": "ReinforcementLibMaterial", + "Id": "f3c2804f-0164-4f74-80f5-75e3ca0f54db", + "MaterialEntityId": "c47ebbd7-2e0c-4247-81b6-dc3fbd064bab", + "SafetyFactors": { + "$id": "37", + "$type": "ListOfMaterialSafetyFactor", + "$values": [] + }, + "MaterialLogicId": "54c4fe40-8f82-4995-8930-81e65e97edb9" + }, + "VisualProperty": { + "$id": "38", + "$type": "PrimitiveVisualProperty", + "Id": "07c35502-1423-4f56-8ca1-5c54a255c70b", + "IsVisible": true, + "Color": "#FFA9A9A9", + "Zindex": 0, + "Opacity": 1.0 + } + } + ] + }, + "Stirrups": { + "$type": "ListOfStirrups", + "$values": [ + { + "$id": "39", + "$type": "StirrupByRebar", + "Id": "72d68626-113f-4c96-80f3-d3436871e085", + "Name": "New uniform stirrup", + "LegCount": 2.0, + "Diameter": 0.008, + "Material": { + "$id": "40", + "$type": "ReinforcementLibMaterial", + "Id": "8aaa831d-2749-414a-b53e-530add744c98", + "MaterialEntityId": "c47ebbd7-2e0c-4247-81b6-dc3fbd064bab", + "SafetyFactors": { + "$id": "41", + "$type": "ListOfMaterialSafetyFactor", + "$values": [] + }, + "MaterialLogicId": "54c4fe40-8f82-4995-8930-81e65e97edb9" + }, + "Spacing": 0.15, + "CompressedGap": 0.0, + "IsSpiral": false, + "StartCoordinate": 0.0, + "EndCoordinate": 100.0, + "VisualProperty": { + "$id": "42", + "$type": "PrimitiveVisualProperty", + "Id": "72376dea-26d2-47b8-a078-94b2a087aaa2", + "IsVisible": true, + "Color": "#FFA52A2A", + "Zindex": 0, + "Opacity": 0.5 + } + } + ] + }, + "Calculators": { + "$type": "ListOfICalculator", + "$values": [ + { + "$id": "43", + "$type": "BeamShearCalculator", + "Id": "6dff2eb0-03c8-4bc3-8fb7-27c0a4f25262", + "Name": "New shear calculator", + "InputData": { + "$id": "44", + "$type": "BeamShearCalculatorInputData", + "Id": "ee915e3d-c7a9-437b-9920-3c9ab3c5a63d", + "Actions": { + "$type": "ListOfBeamShearActions", + "$values": [ + { + "$ref": "9" + } + ] + }, + "Sections": { + "$type": "ListOfBeamShearSections", + "$values": [ + { + "$ref": "23" + } + ] + }, + "Stirrups": { + "$type": "ListOfStirrups", + "$values": [ + { + "$ref": "39" + } + ] + }, + "ShearCodeType": 14, + "DesignRangeProperty": { + "$id": "45", + "$type": "BeamShearDesignRangeProperty", + "Id": "b2f624ad-247c-4b77-98f7-6ec83110c838", + "AbsoluteRangeValue": 0.0, + "RelativeEffectiveDepthRangeValue": 3.3, + "StepCount": 55 + } + }, + "ShowTraceData": false + } + ] + } + } + } + } + ] + } + } + } + } + ] + } + } +} \ No newline at end of file diff --git a/StructureHelper/Documentation/Verification/Materials.shpj b/StructureHelper/Documentation/Verification/Materials.shpj index 14d8736..fbe97f1 100644 --- a/StructureHelper/Documentation/Verification/Materials.shpj +++ b/StructureHelper/Documentation/Verification/Materials.shpj @@ -2,7 +2,7 @@ "$id": "1", "$type": "RootObject", "FileVersion": { - "Id": "8fcf17fe-b20f-48c4-9fd2-c0e2a45733e1", + "Id": "1d4021a5-277c-45fe-8874-870ea0e4e9b7", "VersionNumber": 1, "SubVersionNumber": 6 }, @@ -1776,7 +1776,7 @@ "$type": "ListOfMaterialSafetyFactor", "$values": [] }, - "MaterialEntityId": "bad0a2b6-cf02-4554-891d-bb34fc3b2430", + "MaterialEntityId": "69142aef-bcc4-409a-8bad-90390143516e", "MaterialLogicId": "c3be4b92-dc61-43cf-a632-adfc1aa57d8f" } }, diff --git a/StructureHelper/Documentation/Verification/Руководство по верификации.docx b/StructureHelper/Documentation/Verification/Руководство по верификации.docx index bc37f4f..7adf4a0 100644 Binary files a/StructureHelper/Documentation/Verification/Руководство по верификации.docx and b/StructureHelper/Documentation/Verification/Руководство по верификации.docx differ