0 2 2 1 0 8 2984bb19-31e2-4bcd-be03-60f5cc850475 Shaded 1 100;150;0;0 100;0;150;0 639228288029599619 false video4.ghx 0 -90 -62 0.2133628 0 0 auto imperial 5 Robert McNeel & Associates 00000000-0000-0000-0000-000000000000 Grasshopper 8.34.26223.11001 Robert McNeel & Associates 00000000-0000-0000-0000-000000000000 Grasshopper 8.34.26223.11001 Robert McNeel & Associates 00000000-0000-0000-0000-000000000000 Grasshopper 8.34.26223.11001 Robert McNeel & Associates 00000000-0000-0000-0000-000000000000 Grasshopper 8.34.26223.11001 karamba, Version=3.1.60921.0, Culture=neutral, PublicKeyToken=null 3.1.60921.0 Clemens Preisinger 06126871-6c90-44c6-8d4e-8b68cc178608 Karamba3D 3.1.60921+aedde8a0fb53918dabe3f8986bd907a479c7802c 118 fbac3e32-f100-4292-8692-77240a42fd1a Point Contains a collection of three-dimensional points bce59b36-0f6f-49ef-8150-3fcdc4c857d0 Point V4_LeftSupport false 0 545 904 87 20 589.07764 914.6732 1 1 {0} 73cb1d25-54fe-4f24-ad38-688701efd268 -1 0 0 point_object fbac3e32-f100-4292-8692-77240a42fd1a Point Contains a collection of three-dimensional points 049578d8-bac1-4ec5-8d7f-7ed090540024 Point V4_Load1 false 0 556 946 60 20 586.30945 956.40344 1 1 {0} 632fd295-beef-48b1-8731-78347f982296 -1 0 0 point_object fbac3e32-f100-4292-8692-77240a42fd1a Point Contains a collection of three-dimensional points 4e6ea9de-1b94-4148-bcd5-1d6179c155e4 Point V4_Load2 false 0 556 990 60 20 586.30945 1000.9009 1 1 {0} e58a07d3-d10c-451d-bf85-e4948c2755b3 -1 0 0 point_object fbac3e32-f100-4292-8692-77240a42fd1a Point Contains a collection of three-dimensional points 4fcd0426-4397-4287-ba4c-dd8246842163 Point V4_RightSupport false 0 537 1024 95 20 584.9254 1034.3267 1 1 {0} 6b6b89df-f32f-4d33-a563-51a4a4576037 -1 0 0 point_object d5967b9f-e8ee-436b-a8ad-29fdcecf32d5 Curve Contains a collection of generic curves 6f6344ce-dc3c-4200-a770-24fb7b205c16 Curve V4_Seg1 false 0 562 1061 54 20 589.59814 1071.6433 1 1 {0} -1 5d49e770-5cd1-43e9-a0be-e76dc7359587 d5967b9f-e8ee-436b-a8ad-29fdcecf32d5 Curve Contains a collection of generic curves c602e2ec-ce00-4a7a-9902-de75de59db11 Curve V4_Seg2 false 0 560 1094 54 20 587.49744 1104.2494 1 1 {0} -1 da94e31c-844e-4584-a5e0-fa12c88dbae3 d5967b9f-e8ee-436b-a8ad-29fdcecf32d5 Curve Contains a collection of generic curves 7e9ab22a-460a-40cf-ba5b-9e7d91b05bb2 Curve V4_Seg3 false 0 564 1128 54 20 591.11 1138.34 1 1 {0} -1 29ac21ee-03d0-4e3f-a9dc-f3aff4d2a3b2 ca9eab02-e4ea-4126-9755-1c24b6e74176 06126871-6c90-44c6-8d4e-8b68cc178608 Support (Karamba3D) Creates supports at nodes of given node-indexes or node-coordinates. Lets you select translations/rotations which should be zero. false true ec76b49e-feb4-4d2f-bac1-c2ce50c72e45 Support (Karamba3D) Supp 841 1015 158 120 924 1067 false 6 false false false false false false Input indexes or coordinates. bd67a75c-eeb9-4647-affe-19f397912b76 Pos|Ind Pos|Ind false bce59b36-0f6f-49ef-8150-3fcdc4c857d0 4fcd0426-4397-4287-ba4c-dd8246842163 2 843 1017 66 20 866 1027 Plane for orienting the support. By default, supports are defined using the global coordinate system. 09575849-6f8d-4f9a-9f77-38d8162fab2c Plane of reference Plane true 0 843 1037 66 20 866 1047 Translational spring stiffness [kip/ft] at the support if there is no rigid support defined. 552d2bee-e566-4f76-aba9-a2351bfd4a33 Ct [kip/ft] Ct true 0 843 1057 66 20 866 1067 1 1 {0} 0 0 0 Rotational spring stiffness [kip.ft/rad] at the support if there is no rigid support defined. 19a75ee1-ebe7-4c90-a92f-6d20c0269c82 Cr [kip.ft/rad] Cr true 0 843 1077 66 20 866 1087 1 1 {0} 0 0 0 1 List of degree of freedom indexes (0:Tx, 1:Ty, 2:Tz, 3:Rx, 4:Ry, 5:Rz) to be fixed in addition to those selected via check-boxes. Add a ValueList-component for easy selection or use 'Expand ValueLists' from the component's context menu. 58cf540e-a19f-49de-b975-751d8b69f4b3 Dofs Dofs true 0 843 1097 66 20 866 1107 1 6 {0} 0 1 2 3 4 5 Output support(s). 893148b3-d9ff-4bbc-9151-01f92c37c40c Support Supp false 0 939 1017 58 100 956.5 1067 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values 181cb5be-1869-40b7-a1c6-91e443293340 Number Slider V4_LoadMag_lbf false 0 569 1187 214 20 569.43756 1187.8412 3 1 0 2000 0 0 1.383 9103c240-a6a9-4223-9b42-dbd19bf38e2b Unit Z Unit vector parallel to the world {z} axis. true a6542544-d0c2-4e87-8a29-9ad899e42977 Unit Z V4_DownDir 1315 942 63 94 1344 989 Unit multiplication 5fdecfc9-5f22-4f6c-9e57-bd35b34e49e7 Factor F false 0 1317 944 12 90 1324.5 989 1 1 {0} 1 World {z} vector 0329a5cb-63d5-4cdb-9377-86b09a102bb5 Unit vector V false 0 1359 944 17 90 1367.5 989 a3371040-e552-4bc8-b0ff-10a840258e88 Negative Compute the negative of a value. true 45e4cad8-b808-41e9-881e-efd66147cb57 Negative V4_Neg 1311 1123 61 63 1340 1155 Input value 287dbac9-634c-423f-8464-c72f91c45094 Value x false 59a4dd74-883d-456d-b362-083325a57045 1 1313 1125 12 59 1320.5 1154.5 Output value 6fabef26-f721-4860-b110-dbd99a66ecbf Result y false 0 1355 1125 15 59 1362.5 1154.5 ce46b74e-00c9-43c4-805a-193b69ea4a11 Multiplication Mathematical multiplication true 68fbe55d-8823-4a93-8e01-1d6c3fe8f62f Multiplication V4_ForceVec 1421 1010 65 95 1452 1058 2 8ec86459-bf01-4409-baee-174d0d2b13d0 8ec86459-bf01-4409-baee-174d0d2b13d0 1 8ec86459-bf01-4409-baee-174d0d2b13d0 First item for multiplication 747aa3f7-be64-4728-855d-51ee0c25b577 A A true 0329a5cb-63d5-4cdb-9377-86b09a102bb5 1 1423 1012 14 45 1431.5 1034.75 Second item for multiplication 98320e07-44ac-4aca-89c0-ac07b110bdfb B B true 6fabef26-f721-4860-b110-dbd99a66ecbf 1 1423 1057 14 46 1431.5 1080.25 Result of multiplication 7df46318-f9ef-4bfd-8295-446d917cfa89 Result R false 0 1467 1012 17 91 1475.5 1057.5 c1d40dde-986c-4f30-9e48-bc3a0afc8e50 06126871-6c90-44c6-8d4e-8b68cc178608 Create Linear Element (Karamba3D) Geometry is assumed to be given in [ft]. Creates beams with default properties from given lines. Lines that meet at a common point are thus connected with each other. Karamba3D assumes input to be in [ft]. false 1012219785 true 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 bfa5112e-0d02-46cd-8f31-b0278e848373 Create Linear Element (Karamba3D) LineToBeam 1421 1730 118 157 1489 1777 Beams with default properties. 1909ae8a-cbe6-4d4b-9e33-6d8d0f4164b5 Element Elem false 0 1504 1732 33 29 1520.5 1746.8334 Endpoints of the beams. 211fcf67-f457-4602-8811-1b9bf0d990ce Points Pts false 0 1504 1761 33 30 1520.5 1776.5 Information regarding the conversion of lines to beams. df18fe4c-7423-4645-bb28-f60bf3e82048 Info Info false 0 1504 1791 33 30 1520.5 1806.1667 LineToBeam 4 LineToBeam 16 0 1 Line which will be connected to others if they meet at common points. Node indexes may change if lines are added. d05c7e6e-7781-4018-9085-123812269ba2 Line Line false 6f6344ce-dc3c-4200-a770-24fb7b205c16 c602e2ec-ce00-4a7a-9902-de75de59db11 7e9ab22a-460a-40cf-ba5b-9e7d91b05bb2 3 1423 1732 51 22 1450 1743.125 1 Colour of the beam. The component applies the longest list principle with respect to the input lines. cc458b61-41f9-48e5-9402-c7a30ef5c928 Colour Colour true 0 1423 1754 51 22 1450 1765.375 1 Identifier of the beam. Need not be unique in a model. The component applies the longest list principle with respect to the input lines. eb6a3c79-05cd-4ae7-9520-5e03b0000ed4 Identifier Id true 0 1423 1776 51 22 1450 1787.625 1 1 {0} false 1 Cross-section of the beam. The component applies the longest list principle with respect to the input lines. e75bc1de-7a35-4079-8202-9b2095d77751 Cross-section CroSec true f20144d7-1c19-4d0d-8552-c2cff0dfdfb3 1 1423 1798 51 23 1450 1809.875 Limit distance [ft] for coincident points. 95fc886c-2fdb-4da9-b3e7-e8e16abbacc3 Limit Distance [ft] LDist true 0 1423 1830 5 0 1450 1830 1 1 {0} 0.005 1 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. cc49727c-c1f8-4555-9c11-676e16ef76a1 Z-Orientation Z-Ori true 0 1423 1830 5 0 1450 1830 1 Buckling length [ft] of element in local Y-direction if > 0. 44c5740f-6d0d-4fd1-8921-cb581869159c Buckling Length Y [ft] BklLenY true 0 1423 1830 5 0 1450 1830 1 1 {0} -1 1 Buckling length [ft] of element in local Z-direction if > 0. 878e4ba0-fd7f-4f6b-9560-57c2699111d3 Buckling Length Z [ft] BklLenZ true 0 1423 1830 5 0 1450 1830 1 1 {0} -1 1 Buckling length [ft] of element for lateral torsional buckling if > 0. 00360d46-ddc7-4dbe-a075-811d8ec9683b Buckling Length LT [ft] BklLenLT true 0 1423 1830 5 0 1450 1830 1 1 {0} -1 If 'True' the beam has bending stiffness. Otherwise, it is a truss. 73b29703-d1db-40fd-b3a5-046d1225e4c7 Bending Bending true 0 1423 1830 5 0 1450 1830 1 1 {0} true For converting splines into polylines: Maximum angle (0 to pi) between tangents at adjacent vertices. 7382aea3-2f39-4489-9fab-fce8ae7f34ae To Polyline Max Angle ToPAng true 0 1423 1830 5 0 1450 1830 1 1 {0} 0.25 For converting splines into polylines: If tolerance = 0, the parameter is ignored. This parameter controls the maximum permitted value of the distance in the base unit for geometry input from the curve to the polyline. eb4ab9af-d9ca-4af9-a2a7-4dd4862466e4 To Polyline Tolerance ToPTol true 0 1423 1830 5 0 1450 1830 1 1 {0} 0.1 For converting splines into polylines: If maxEdgeLength = 0, the parameter is ignored. This parameter controls the maximum permitted edge length in the base unit for geometry input. 72f71cfa-5127-4fb0-a465-0c507f14c416 To Polyline Max Edge-length ToPMaxL true 0 1423 1830 5 0 1450 1830 1 1 {0} 0.25 1 List of points which will be inserted at the beginning of the node-list at the output-plug. This makes it easy to reference them by index in the model later. May contain duplicate points. In case of duplicate points elements are attached to them alternating: first element to first duplicate point, second element to second duplicate point, third element to first duplicate point in case there are only two points in one position. 3f3f4373-e7de-495c-97ab-17672ee89570 Points Pts true 0 1423 1830 5 0 1450 1830 If false, a line only results in an element if it connects to points given in the 'Points' input-plug. 6caa4190-dd14-4106-a26c-011d37510bf8 New New true 0 1423 1830 5 0 1450 1830 1 1 {0} true Remove duplicate lines - otherwise there could be two elements on the same spot which is normally not preferred. 70524e85-59cf-41d9-9fb4-23c4451992b5 Remove Remove true 0 1423 1830 5 0 1450 1830 1 1 {0} true 0 0 false LineToTruss 16 0 1 Line which will be connected to others if they meet at common points. Node indexes may change if lines are added. a560e362-bed7-4a23-a157-423020d5de82 Line Line false 0 0 0 150 20 1 Colour of the beam. The component applies the longest list principle with respect to the input lines. f0fc7a43-8d0e-4e21-a229-93ab5b672591 Colour Colour true 0 0 0 150 20 1 Identifier of the beam. Need not be unique in a model. The component applies the longest list principle with respect to the input lines. f6bd5470-8120-4b7d-b03f-9675e2b6cad4 Identifier Id true 0 0 0 150 20 1 1 {0} false 1 Cross-section of the beam. The component applies the longest list principle with respect to the input lines. b1706221-a359-415a-bfc8-b64e87d076d1 Cross-section CroSec true 0 0 0 150 20 Limit distance [ft] for coincident points. 055b57eb-03a9-40c3-8ee8-840f790afd74 Limit Distance [ft] LDist true 0 0 0 150 20 1 1 {0} 0.005 1 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. 4ccd1cb9-fc9c-47af-bf20-df9c460b5966 Z-Orientation Z-Ori true 0 0 0 150 20 1 Buckling length [ft] of element in local Y-direction if > 0. cfafc2ab-0cfa-4105-a5da-a79a8d820b8d Buckling Length Y [ft] BklLenY true 0 0 0 150 20 1 1 {0} -1 1 Buckling length [ft] of element in local Z-direction if > 0. c9bafff9-d18f-4480-889f-6cbd7d6d5511 Buckling Length Z [ft] BklLenZ true 0 0 0 150 20 1 1 {0} -1 1 Buckling length [ft] of element for lateral torsional buckling if > 0. a7c75b7a-f38f-48d1-99f1-c02cdda898c8 Buckling Length LT [ft] BklLenLT true 0 0 0 150 20 1 1 {0} -1 If 'True' the beam has bending stiffness. Otherwise, it is a truss. b9befc2c-9722-4a91-9e37-aeceb183d21e Bending Bending true 0 0 0 150 20 1 1 {0} false For converting splines into polylines: Maximum angle (0 to pi) between tangents at adjacent vertices. 137a1897-9f7a-450b-bab2-8ad208ed8670 To Polyline Max Angle ToPAng true 0 0 0 150 20 1 1 {0} 0.25 For converting splines into polylines: If tolerance = 0, the parameter is ignored. This parameter controls the maximum permitted value of the distance in the base unit for geometry input from the curve to the polyline. 9becfa27-4ad7-46e2-bb90-c3b67949b363 To Polyline Tolerance ToPTol true 0 0 0 150 20 1 1 {0} 0.1 For converting splines into polylines: If maxEdgeLength = 0, the parameter is ignored. This parameter controls the maximum permitted edge length in the base unit for geometry input. 200d7e9c-7ae1-45df-a355-ab5eaf8cf652 To Polyline Max Edge-length ToPMaxL true 0 0 0 150 20 1 1 {0} 0.25 1 List of points which will be inserted at the beginning of the node-list at the output-plug. This makes it easy to reference them by index in the model later. May contain duplicate points. In case of duplicate points elements are attached to them alternating: first element to first duplicate point, second element to second duplicate point, third element to first duplicate point in case there are only two points in one position. 4389fcde-2e9e-43d5-8625-e2d6a068f226 Points Pts true 0 0 0 150 20 If false, a line only results in an element if it connects to points given in the 'Points' input-plug. b75b28e5-aaf4-4538-a14c-91ddb43ba88c New New true 0 0 0 150 20 1 1 {0} true Remove duplicate lines - otherwise there could be two elements on the same spot which is normally not preferred. e5ad7875-42a6-4ec4-8254-fb566ca7583a Remove Remove true 0 0 0 150 20 1 1 {0} true 0 0 false IndexToBeam 6 0 Index of starting point of beam. e9398251-d32b-4de4-a814-170cee1db6c3 Index A iA false 0 0 0 150 20 1 1 {0} 0 Index of endpoint of beam. 5b834f10-b168-4399-8a77-d7f750f2539a Index B iB true 0 0 0 150 20 1 1 {0} 1 Colour of the beam. af16df04-191d-4a6b-8f3d-2ad9bd264256 Colour Colour true 0 0 0 150 20 Identifier of beam in model. Need not be unique. 67bb6e0d-590f-492a-b62c-1a6cfeaaff78 Identifier Id true 0 0 0 150 20 1 1 {0} false Cross-section of the beam. 6219dfc3-48c1-4a99-8b76-00a795c7213c Cross-section CroSec true 0 0 0 150 20 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. 2b397b7b-8f8d-4eab-9aa8-7d1d49875101 Z-Orientation Z-Ori true 0 0 0 150 20 0 0 false ConnectivityToBeam 5 0 2 Input connectivity diagram. 66b635f0-6876-4d3b-854a-5111b27048f4 Connectivity C false 0 0 0 150 20 1 Colour of the beam. 31b90b7b-c795-4ffd-a4f3-679adba6c197 Colour Colour true 0 0 0 150 20 1 Identifier of the beam in the model. Need not be unique. e39525cb-1759-4f96-b26c-90fa479d9bd5 Identifier Id true 0 0 0 150 20 1 1 {0} false 1 Cross-section of the beam. bf92c646-08f1-4ef9-ba39-dcc3fed70dfb Cross-section CroSec true 0 0 0 150 20 1 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. 47cb33cc-4652-4171-9b9e-c744d0902047 Z-Orientation Z-Ori true 0 0 0 150 20 0 0 false ddcf0ef4-e8bb-4231-8302-ded99046e49c 06126871-6c90-44c6-8d4e-8b68cc178608 Assemble Model (Karamba3D) Creates a finite element model from given entities (points, beams, supports, loads, cross sections, materials...). false true 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 a66c7d92-f1c2-4bee-909a-c6d4d22a6b77 Assemble Model (Karamba3D) Assemble 1620 1775 136 120 1683 1827 1 Input beams/shells of the model. 745c70e5-acb9-4414-9d5d-70a41942933c Elem Elem true 1909ae8a-cbe6-4d4b-9e33-6d8d0f4164b5 1 1622 1777 46 20 1646.5 1787 1 Input supports. e7b03728-7b27-444f-8cb5-d6c4aea62d9a Support Support true 893148b3-d9ff-4bbc-9151-01f92c37c40c 1 1622 1797 46 20 1646.5 1807 1 Input loads. bdf953c9-e8ff-4844-bb9e-0ef633ab14b2 Load Load true 36d224a2-032d-4cc8-88a0-641af18869b4 36bf589a-e50e-43f1-9014-fb29c126f115 2 1622 1817 46 20 1646.5 1827 1 Input element joints. 46620ede-c9ea-4a30-b987-4ad2f9b73f55 Joint Joint true 0 1622 1837 46 20 1646.5 1847 1 Input sets of beams. c4889842-71a6-4cd8-9e7f-39992c32a915 Beam Set Set true 0 1622 1857 46 20 1646.5 1867 Model based on inputs. 365fbc5c-6840-4989-b54e-3dccc6f2f497 Model Model false 0 1698 1777 56 20 1726 1787 information regarding the assembly of the model. a09c23cb-172e-4e73-af38-aecdd49fc908 Info Info false 0 1698 1797 56 20 1726 1807 Mass of structure in [lbm]. Point masses are not included since version 2.0.0. 8fa0a6fc-8100-4ee0-9ee1-22f206e365ae Mass [lbm] Mass false 0 1698 1817 56 20 1726 1827 Centre of gravity of the model. Point masses are not included since version 2.0.0. 2169e22e-f2e9-4137-a40d-91c1741524e3 Centre of Gravity COG false 0 1698 1837 56 20 1726 1847 List of load case names. 74072a04-f162-4d94-8885-376d043c2b04 Load Case Names LCNames false 0 1698 1857 56 20 1726 1867 Assemble Model (Karamba3D) 1 Assemble Model (Karamba3D) 4 0 Limit distance [ft] for coincident points (for point-loads, supports given with coordinates). eaca849a-7a6d-4f1b-8700-fa4286883e84 Limit Distance [ft] LDist true 0 1622 1886 5 0 1646.5 1886 1 1 {0} 0.005 1 List of points which will be inserted at the beginning of the node-list at the output-plug. This makes it easy to reference them by index in the model later. May contain duplicate points. In case of duplicate points elements are attached to them alternating: first element to first duplicate point, second element to second duplicate point, third element to first duplicate point in case there are only two points in one position. ec0698e7-fe8b-4930-b875-c998a20eb890 Points Pts true 0 1622 1886 5 0 1646.5 1886 1 Input cross-sections of the model. Can be used to override the cross-section definitions at the elements. b5955ee2-95ba-4134-8473-00a90ab2e66a Cross-section CroSec true 0 1622 1886 5 0 1646.5 1886 1 Input materials of the model. Can be used to override the material-section definitions via cross-sections at the elements. 0424ae4a-5ddc-4387-aa3d-ad76122fa5e6 Material Mat true 0 1622 1886 5 0 1646.5 1886 0 0 false e2831209-f0ee-42f4-8891-a68065e55134 06126871-6c90-44c6-8d4e-8b68cc178608 Analyse (Karamba3D) Calculates the deflections of a given model. false true b62fdf74-112c-4243-bd6d-28bd77030b94 Analyse (Karamba3D) Analyse 1824 1798 124 84 1879 1840 Model for which to calculate deflections. 6aaf44bf-538c-4633-9d06-56a30cb06093 Model Model false 365fbc5c-6840-4989-b54e-3dccc6f2f497 1 1826 1800 38 40 1846.5 1820 1 Load cases for which to calculate deflections. 0563bcbd-4353-44e6-b585-e44c683f86a5 Load Cases LCase true 0 1826 1840 38 40 1846.5 1860 Model with displacements calculated. 579ba3ed-f925-4f48-b41d-37f058c02246 Analysed Model Model false 0 1894 1800 52 20 1920 1810 Maximum displacement [in] of each load-case of the model at endpoints and mid-points of elements. a0ed5ae4-924d-4971-bd7d-bb552d4c8cee Maximum Displacement [in] MaxDisp false 0 1894 1820 52 20 1920 1830 Resulting force of external loads [kip] of each calculated load case in global directions. 93384ef6-bb72-40f7-8d8b-6328524edd59 Resulting force [kip] Force false 0 1894 1840 52 20 1920 1850 Change of the internal elastic energy [kip.ft] of each load-cases of the model computed as the scalar product of external nodal loads and nodal displacements. c3fdb0f6-c601-4cfd-bf8a-f250f62b59bf Change of elastic energy [kip.ft] Energy false 0 1894 1860 52 20 1920 1870 9d80a84e-fd16-4443-bacb-36997a977226 06126871-6c90-44c6-8d4e-8b68cc178608 Model View (Karamba3D) Lets you inspect the current state of the model. Plug it into the data pipeline in front of 'Beam View' or 'Shell View' to control the overall model display. false -1 true 4565b9f4-a584-42d1-950c-9d60a5dcd2d6 Model View (Karamba3D) ModelView 1864 1481 136 184 1925 1533 false true 50 100 0 2 false 1 5 0 2 true 0.2 1 0 2 0 5 0 2 true 0.2 1 0 2 false 1 5 0 2 true 1 5 0 2 true true false 1 5 0.05 2 100 100 0 2 0 100 0 2 2 true false false 1 2 0 2 0.2 2 0 2 false false false false false false false false 3 false false false false 2 true true 0 0 Model to be viewed. 1793bbae-75b5-4cb8-8511-f095285b4e3c Model Model false 579ba3ed-f925-4f48-b41d-37f058c02246 1 1866 1483 44 20 1889.5 1493 Select load case to be displayed in each point of the structure by providing a string of the following form: 'LoadCaseCombinationName/SelectionCriterion1/SelectionCriterion2/...'. 9d4ae37a-7292-487a-8213-73467491dbd3 Load Case LCase true 0 1866 1503 44 20 1889.5 1513 1 This list of colours is used for rendering coloured meshes. The first colour is used for values below the currently visible range. The last colour is used for values above the currently visible range. All other colours are evenly distributed in the visible range. The minimum number of colours to be supplied is four. 6a72ab82-ba2b-451b-97c6-71ed94846b48 Colours Colours true 0 1866 1523 44 20 1889.5 1533 1 List of identifiers of elements which shall be displayed and/or breps, base-lines, planes, surfaces which define visibility via the element nodes inside or on them. By default, all elements are displayed. In case identifiers and geometry items are given only those elements are visible which fulfill both criteria. d57aca75-ba92-4ff5-9a4b-58f29ace4887 View Selection View true 0 1866 1543 44 20 1889.5 1553 Input a vector for specifying the direction of the displacement component to be displayed. Alternatively supply a plane to project the displacements on it. By default, the resultant displacements are shown. a65653c3-34d9-4867-9e34-bbadc27a7985 Deformation Direction defDir true 0 1866 1563 44 20 1889.5 1573 Model which was viewed. 2357805e-c1c7-4b68-9f1a-37afff915127 Model Model false 0 1940 1483 58 20 1969 1493 Mesh of deformed structure. f05e6cc1-c9e6-41d8-9808-d340e6d480ac Deformed Mesh DefMesh false 0 1940 1503 58 20 1969 1513 Axes of deformed structure (if enabled - see 'Elements' checkbox). 537828b4-981f-459e-9014-ebc8ec9770b6 Deformed Axes DefAxes false 0 1940 1523 58 20 1969 1533 Deformed Model with nodal displacements as displayed. To save computational resources, the output is created only in case the output-plug in connected to another component. Connect the output-plug and reevaluate the ModelView-component to get the expected output. f954c5b7-4611-4019-942b-2a728495e419 Deformed Model DefModel false 0 1940 1543 58 20 1969 1553 Maximum displacement [in] of the displayed model parts. The setting of the 'defDir'-input is considered. e6a6e71b-a1e6-4b68-a9f2-db74db2ab672 Maximum Deformation DefMax false 0 1940 1563 58 20 1969 1573 7df6c840-2443-4ab5-99f5-b67ad3482bb7 06126871-6c90-44c6-8d4e-8b68cc178608 Beam View (Karamba3D) Lets you set the display properties of beams and trusses. Plug it into the definition after a ModelView-component so that you can fine-tune the model display with it. false -1 3c5b15c8-0f3d-4005-bff1-297352565fce Beam View (Karamba3D) BeamView 2169.5 1495 133 152 2227 1547 false false false 0.5 1 0 2 0.5 1 0 2 false false false false false false false 20 false true false false false false false false false false false false false false false false false false false false false 2 30 1 0 4 10 1 0 Model to be viewed. f707e094-f612-4b2f-b204-b85a3cf06456 Model Model false 9b89c241-b906-47d5-bc6c-8a3df52dfb9c 1 2171.5 1497 40.5 100 2192 1547 Viewed model. 9520aa4d-109a-4a90-8a25-43dab3ce4043 Model Model false 0 2242 1497 58.5 20 2270 1507 Mesh of rendered structure: one mesh per shell or beam to keep the list order. The placeholder meshes for shells are 'Null Meshes'. 174af6d1-1644-41d3-829f-b77024bbc2bb Meshes of Rendered Beams Mesh false 0 2242 1517 58.5 20 2270 1527 Lines of sectional forces distribution (if enabled). b3a494fb-9cf5-48c0-9842-b69f7df87064 Deformed Beam Axes Curves false 0 2242 1537 58.5 20 2270 1547 Colours of legend. 428c4735-0c51-42c6-8b41-2f6a0ebfa2ae Legend Colours Legend C false 0 2242 1557 58.5 20 2270 1567 Tags of legend. cfc3c6f7-fca2-4e68-9bfe-232438f9be10 Legend Tags Legend T false 0 2242 1577 58.5 20 2270 1587 27efe29a-34d5-4de3-a6ea-fca25df8766f 06126871-6c90-44c6-8d4e-8b68cc178608 Utilization of Elements (Karamba3D) Returns the utilization of beams for the given load case combination according to Eurocode 3 (EN 1993-1-1) annex B. '1' means 100%. The index of the tree branch corresponds to the element index. false true 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 decf3e6d-8f10-4508-a3a0-2c36d795ec84 Utilization of Elements (Karamba3D) Beams 2035 1722 146 312 2114 1854 Model with calculated displacements. c2932cfc-1762-4df8-b43b-853f93263712 Analysed Model Model false 579ba3ed-f925-4f48-b41d-37f058c02246 1 2037 1724 62 28 2069.5 1738.4445 1 Elements or identifiers of elements for which to retrieve utilization values. By default, all elements are included. 9d44b9b6-2971-4647-981c-83806d3acf44 Elements|Identifiers Elems|Ids true 0 2037 1752 62 29 2069.5 1767.3334 Name or index of the load case combination for which to retrieve results. If no input is provided, the results for the default load case are retrieved. The default load case is either the one selected by the nearest upstream component or the first active load case if no load case selection has been made. If you're unsure about the current default load case, you can connect the model to a panel, which will display the relevant information. 91c042a8-3368-4206-96df-a8a727c9ee44 Load Case Combination LCase true 0 2037 1781 62 29 2069.5 1796.2223 Model from which utilization values were retrieved. 00e7961b-48c5-496f-a107-6c967d2b5379 Model Model false 0 2129 1724 50 20 2154 1734 Beams 2 Beams 6 0 Number of sample points where cross section forces and resistance are compared for cross section design. b8dffcea-f506-445a-b00c-c347e7fd2a4c Number of Sample Points NSamples true 0 2037 1810 62 29 2069.5 1825.1111 1 1 {0} 3 If 'True': elastic cross section design utilization; false: plastic cross section design utilization for beams. Default: true. dc2394ff-d9a0-4f01-a8ad-02453092a08d Elastic Design Elast true 0 2037 1839 62 29 2069.5 1854 1 1 {0} true Material safety factor in case that buckling does not lead to failure. e7e9706a-8285-4edd-b096-55117d0f81de GammaM0 GammaM0 true 0 2037 1868 62 29 2069.5 1882.8889 1 1 {0} 1 Material safety factor in case that buckling leads to failure. 4d2a34fc-6941-4c57-89e4-b645e70691e3 GammaM1 GammaM1 true 0 2037 1897 62 29 2069.5 1911.7778 1 1 {0} 1.1 If 'True': buckling involves sideways sway of the structure. 7cf38166-4027-437e-8482-43995ef4f397 SwayFrame SwayFrame true 0 2037 1926 62 29 2069.5 1940.6666 1 1 {0} true If input is 1 (=true) details regarding intermediate results are output at 'Details' as strings; if 2 Json-strings are output. 788bef13-dcd4-4aab-8298-a279f9f15e51 With details? Details? true 0 2037 1955 62 29 2069.5 1969.5555 1 1 {0} false 12 0 Utilization [] of the selected elements in the given load case combination. The index of the branch is the element index. Data-structure: element/utilization(s). b44561a5-0b0b-4fee-bc9b-5b543323bd2e Utilization Util false 0 2129 1744 50 20 2154 1754 Maximum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. 2a0f1830-0144-46b1-8c05-5aa0fc0fdac4 sig-max [ksi] sig-max false 0 2129 1764 50 20 2154 1774 Minimum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. a7e8243b-3f5b-4224-be5d-4b575c3e3c9d sig-min [ksi] sig-min false 0 2129 1784 50 20 2154 1794 Maximum absolute shear stress [ksi] including torsion and shear in local Y- or Z-direction. 7e322c8c-d23e-483e-a6cb-c4f6571dd7a3 tau-max [ksi] tau-max false 0 2129 1804 50 20 2154 1814 Contribution of axial force to the total utilization. 8ad0c0c2-78dd-491c-b6ef-39a6b330890b Util-N Util-N false 0 2129 1824 50 20 2154 1834 Ratio between governing and ultimate shear force in Y-direction. d8bbcfc8-7ed6-44c7-8ac8-cac2d98231e8 Util-Vy Util-Vy false 0 2129 1844 50 20 2154 1854 Ratio between governing and ultimate shear force in Z-direction. 4b6f1cce-97eb-4659-9133-f86531331eb6 Util-Vz Util-Vz false 0 2129 1864 50 20 2154 1874 Ratio between governing and ultimate torsional moment. 52621a59-97d2-44c2-8a87-2a49d6207844 Util-Mt Util-Mt false 0 2129 1884 50 20 2154 1894 Contribution of bending moment about to local Y-axis to the total utilization. 1d0a5f37-a71f-4b1e-95ee-32c563eff365 Util-My Util-My false 0 2129 1904 50 20 2154 1914 Contribution of bending moment about to local Z-axis to the total utilization. 45c5418e-646f-4c6c-9628-d971f0362b1e Util-Mz Util-Mz false 0 2129 1924 50 20 2154 1934 Index of the governing load case for maximum and/or minimum utilization. e3376d73-53e7-424c-bdad-15558a32fbdc Load Case Index LCInd false 0 2129 1944 50 20 2154 1954 Intermediate values of the design calculations. eefd5b90-445d-47e3-8dc0-a2dcfe04d72b Details Details false 0 2129 1964 50 20 2154 1974 Shells 0 0 2 0 Utilization [] of the selected elements in the given load case combination. The index of the branch is the element index. Data-structure: element/sub-element(face)/utilization(s). 7ae8898c-18e6-440b-9ae8-8d23668b1635 Utilization Util false 0 0 0 150 20 Index of the governing load case for maximum and/or minimum utilization. e8a95dbc-bb3a-4382-9d75-622e36e366f3 Load Case Index LCInd false 0 0 0 150 20 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values d1a5e556-cb2f-4fda-acac-e08f00ce2f04 Panel V4_UtilPanel_timber false 0 b44561a5-0b0b-4fee-bc9b-5b543323bd2e 1 Double click to edit panel content… 2267 1677 160 133 0 0 0 2267.6335 1677.3762 255;255;250;90 true true true false false true 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 675bf60b-cecd-4092-a948-db34475b0576 Panel V4_DispPanel_timber false 0 a0ed5ae4-924d-4971-bd7d-bb552d4c8cee 1 Double click to edit panel content… 2266 1834 160 96 0 0 0 2266.247 1834.2054 255;255;250;90 true true true false false true c1d40dde-986c-4f30-9e48-bc3a0afc8e50 06126871-6c90-44c6-8d4e-8b68cc178608 Create Linear Element (Karamba3D) Geometry is assumed to be given in [ft]. Creates beams with default properties from given lines. Lines that meet at a common point are thus connected with each other. Karamba3D assumes input to be in [ft]. false 111843405 true 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 a3afe4cb-485b-4ddc-a02a-009d6a7a64ec Create Linear Element (Karamba3D) LineToBeam 1327 2335 118 157 1395 2382 Beams with default properties. ac87e614-82e6-4a9a-9df9-74d27ca59700 Element Elem false 0 1410 2337 33 29 1426.5 2351.8333 Endpoints of the beams. 63a133c0-c401-4848-b95b-cdf4a56922a4 Points Pts false 0 1410 2366 33 30 1426.5 2381.5 Information regarding the conversion of lines to beams. 4cd3236a-3925-4dbb-afdc-4c3040f0f8f4 Info Info false 0 1410 2396 33 30 1426.5 2411.1665 LineToBeam 4 LineToBeam 16 0 1 Line which will be connected to others if they meet at common points. Node indexes may change if lines are added. 1432048e-c7ca-466a-b44d-84b585ea0a42 Line Line false 6f6344ce-dc3c-4200-a770-24fb7b205c16 c602e2ec-ce00-4a7a-9902-de75de59db11 7e9ab22a-460a-40cf-ba5b-9e7d91b05bb2 3 1329 2337 51 22 1356 2348.125 1 Colour of the beam. The component applies the longest list principle with respect to the input lines. 4cfff091-a706-4018-964a-9ca904e91fb4 Colour Colour true 0 1329 2359 51 22 1356 2370.375 1 Identifier of the beam. Need not be unique in a model. The component applies the longest list principle with respect to the input lines. 6c29885f-77c8-4c11-8755-ebb986affd99 Identifier Id true 0 1329 2381 51 22 1356 2392.625 1 1 {0} false 1 Cross-section of the beam. The component applies the longest list principle with respect to the input lines. 2bd8ddd5-ab6b-436c-930b-ace27b4abdb1 Cross-section CroSec true bf460737-7d7c-4608-8786-676548cd6281 1 1329 2403 51 23 1356 2414.875 Limit distance [ft] for coincident points. b5eaa289-1469-42c2-82e3-eccbe81757df Limit Distance [ft] LDist true 0 1329 2435 5 0 1356 2435 1 1 {0} 0.005 1 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. 309990fa-bd79-473b-8347-1771906e65c5 Z-Orientation Z-Ori true 0 1329 2435 5 0 1356 2435 1 Buckling length [ft] of element in local Y-direction if > 0. 279e17d1-f24b-4d53-a557-7dcf7b962200 Buckling Length Y [ft] BklLenY true 0 1329 2435 5 0 1356 2435 1 1 {0} -1 1 Buckling length [ft] of element in local Z-direction if > 0. 1a253c8f-8a79-48e1-a854-d59a6f13f39f Buckling Length Z [ft] BklLenZ true 0 1329 2435 5 0 1356 2435 1 1 {0} -1 1 Buckling length [ft] of element for lateral torsional buckling if > 0. a252c5a5-dfde-4c53-abd5-2a8419784e56 Buckling Length LT [ft] BklLenLT true 0 1329 2435 5 0 1356 2435 1 1 {0} -1 If 'True' the beam has bending stiffness. Otherwise, it is a truss. d20f98e2-c55d-4be7-867c-639c7cf77626 Bending Bending true 0 1329 2435 5 0 1356 2435 1 1 {0} true For converting splines into polylines: Maximum angle (0 to pi) between tangents at adjacent vertices. 9ab9e65b-375e-4c35-9415-77e146c5ea35 To Polyline Max Angle ToPAng true 0 1329 2435 5 0 1356 2435 1 1 {0} 0.25 For converting splines into polylines: If tolerance = 0, the parameter is ignored. This parameter controls the maximum permitted value of the distance in the base unit for geometry input from the curve to the polyline. e3a2c0ed-f3d4-4029-9fec-4be39e1ad52e To Polyline Tolerance ToPTol true 0 1329 2435 5 0 1356 2435 1 1 {0} 0.1 For converting splines into polylines: If maxEdgeLength = 0, the parameter is ignored. This parameter controls the maximum permitted edge length in the base unit for geometry input. 6c10d614-cc39-4e9d-b1eb-332f0efbb28b To Polyline Max Edge-length ToPMaxL true 0 1329 2435 5 0 1356 2435 1 1 {0} 0.25 1 List of points which will be inserted at the beginning of the node-list at the output-plug. This makes it easy to reference them by index in the model later. May contain duplicate points. In case of duplicate points elements are attached to them alternating: first element to first duplicate point, second element to second duplicate point, third element to first duplicate point in case there are only two points in one position. 5083cc09-8882-4ea0-aeb5-5f3112086a78 Points Pts true 0 1329 2435 5 0 1356 2435 If false, a line only results in an element if it connects to points given in the 'Points' input-plug. 6e1efdf1-40f5-49cb-807e-78a7254de382 New New true 0 1329 2435 5 0 1356 2435 1 1 {0} true Remove duplicate lines - otherwise there could be two elements on the same spot which is normally not preferred. f65b407a-20e0-41d0-9674-609217e9a7b9 Remove Remove true 0 1329 2435 5 0 1356 2435 1 1 {0} true 0 0 false LineToTruss 16 0 1 Line which will be connected to others if they meet at common points. Node indexes may change if lines are added. 917352c6-9dde-4fd6-9079-f34c0f8f5222 Line Line false 0 0 0 150 20 1 Colour of the beam. The component applies the longest list principle with respect to the input lines. 00e1ac6f-0668-46e6-b2e8-dbb287d5f121 Colour Colour true 0 0 0 150 20 1 Identifier of the beam. Need not be unique in a model. The component applies the longest list principle with respect to the input lines. 281a7c08-bb11-4aa3-85eb-139ab7675028 Identifier Id true 0 0 0 150 20 1 1 {0} false 1 Cross-section of the beam. The component applies the longest list principle with respect to the input lines. 51c95833-011a-43a1-a5aa-90f514c0c9c9 Cross-section CroSec true 0 0 0 150 20 Limit distance [ft] for coincident points. 9d51ab0f-67b0-494e-a417-940c0fc3822e Limit Distance [ft] LDist true 0 0 0 150 20 1 1 {0} 0.005 1 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. d96f3faa-88e2-4dd6-aa81-48e55be49bd8 Z-Orientation Z-Ori true 0 0 0 150 20 1 Buckling length [ft] of element in local Y-direction if > 0. 551c048f-55ea-4738-8c98-2d9922e4513c Buckling Length Y [ft] BklLenY true 0 0 0 150 20 1 1 {0} -1 1 Buckling length [ft] of element in local Z-direction if > 0. 64a9b540-908e-4bc0-ac8a-d9fd475dae3c Buckling Length Z [ft] BklLenZ true 0 0 0 150 20 1 1 {0} -1 1 Buckling length [ft] of element for lateral torsional buckling if > 0. 8a13db84-cbfd-4a2d-abba-8ffd91888c97 Buckling Length LT [ft] BklLenLT true 0 0 0 150 20 1 1 {0} -1 If 'True' the beam has bending stiffness. Otherwise, it is a truss. c27c5df1-500e-4b3f-a511-65e80a3aadad Bending Bending true 0 0 0 150 20 1 1 {0} false For converting splines into polylines: Maximum angle (0 to pi) between tangents at adjacent vertices. 35a0d3cc-67cd-4896-a408-9268ab976326 To Polyline Max Angle ToPAng true 0 0 0 150 20 1 1 {0} 0.25 For converting splines into polylines: If tolerance = 0, the parameter is ignored. This parameter controls the maximum permitted value of the distance in the base unit for geometry input from the curve to the polyline. 8d273537-880a-40c3-a46d-7c3a00737e76 To Polyline Tolerance ToPTol true 0 0 0 150 20 1 1 {0} 0.1 For converting splines into polylines: If maxEdgeLength = 0, the parameter is ignored. This parameter controls the maximum permitted edge length in the base unit for geometry input. ff9d8fd9-ec11-4de1-b7e8-c3d526ff4509 To Polyline Max Edge-length ToPMaxL true 0 0 0 150 20 1 1 {0} 0.25 1 List of points which will be inserted at the beginning of the node-list at the output-plug. This makes it easy to reference them by index in the model later. May contain duplicate points. In case of duplicate points elements are attached to them alternating: first element to first duplicate point, second element to second duplicate point, third element to first duplicate point in case there are only two points in one position. 34be8521-d43d-4e5b-bced-4257adc72bf9 Points Pts true 0 0 0 150 20 If false, a line only results in an element if it connects to points given in the 'Points' input-plug. d2e648b3-47ff-413d-a259-863b0911cec3 New New true 0 0 0 150 20 1 1 {0} true Remove duplicate lines - otherwise there could be two elements on the same spot which is normally not preferred. 3aab7084-383a-4668-9452-c1c9ab3c867f Remove Remove true 0 0 0 150 20 1 1 {0} true 0 0 false IndexToBeam 6 0 Index of starting point of beam. 497083c9-6a30-4a68-952b-d5abbaad2dc5 Index A iA false 0 0 0 150 20 1 1 {0} 0 Index of endpoint of beam. 8988bf49-5d9f-4f95-bc5b-5e11c7cdad9b Index B iB true 0 0 0 150 20 1 1 {0} 1 Colour of the beam. ef9d3f70-ee14-4c6f-a71f-f491387978d0 Colour Colour true 0 0 0 150 20 Identifier of beam in model. Need not be unique. bf140bb0-cbee-4b08-b82b-23dac0d2e63d Identifier Id true 0 0 0 150 20 1 1 {0} false Cross-section of the beam. bb3a1750-3990-41bd-92f2-16600b1269fd Cross-section CroSec true 0 0 0 150 20 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. 136278e5-af96-4813-9900-e05527bd2ccf Z-Orientation Z-Ori true 0 0 0 150 20 0 0 false ConnectivityToBeam 5 0 2 Input connectivity diagram. 1e39cb3d-0870-4ef2-8273-8110a9193339 Connectivity C false 0 0 0 150 20 1 Colour of the beam. c241a230-9cc6-46d5-b964-82462fc1c6d7 Colour Colour true 0 0 0 150 20 1 Identifier of the beam in the model. Need not be unique. 00b2ddb7-4fa5-488f-b0d7-2448d6fda0da Identifier Id true 0 0 0 150 20 1 1 {0} false 1 Cross-section of the beam. 1c6e45c1-71cd-477c-80dd-8270cc2f4e6c Cross-section CroSec true 0 0 0 150 20 1 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. d341da78-7ab1-4d28-b023-29d159a2e4f1 Z-Orientation Z-Ori true 0 0 0 150 20 0 0 false ddcf0ef4-e8bb-4231-8302-ded99046e49c 06126871-6c90-44c6-8d4e-8b68cc178608 Assemble Model (Karamba3D) Creates a finite element model from given entities (points, beams, supports, loads, cross sections, materials...). false true 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 02b5a00f-c6f2-4d42-9c7b-0485d34f48c6 Assemble Model (Karamba3D) Assemble 1486 2338 136 120 1549 2390 1 Input beams/shells of the model. 1d87a83e-3852-4aa3-9041-64d1a8ab01fb Elem Elem true ac87e614-82e6-4a9a-9df9-74d27ca59700 1 1488 2340 46 20 1512.5 2350 1 Input supports. 71762498-3659-473b-bf77-c0f9208f8b03 Support Support true 893148b3-d9ff-4bbc-9151-01f92c37c40c 1 1488 2360 46 20 1512.5 2370 1 Input loads. 0d27e792-7edf-4cc5-b7eb-995f65b75cc1 Load Load true 36d224a2-032d-4cc8-88a0-641af18869b4 36bf589a-e50e-43f1-9014-fb29c126f115 2 1488 2380 46 20 1512.5 2390 1 Input element joints. 68df892b-810e-4eda-80c9-e986a5f2f3a3 Joint Joint true 0 1488 2400 46 20 1512.5 2410 1 Input sets of beams. f0040f62-d4c0-46bc-9304-839bca3ca1e5 Beam Set Set true 0 1488 2420 46 20 1512.5 2430 Model based on inputs. 21f96753-9761-43e9-bbf3-cecac61e5b78 Model Model false 0 1564 2340 56 20 1592 2350 information regarding the assembly of the model. d2e3ada0-39c7-4b18-998e-5f109e3663b2 Info Info false 0 1564 2360 56 20 1592 2370 Mass of structure in [lbm]. Point masses are not included since version 2.0.0. 6a3b9575-213f-4bfc-9835-5290781d5264 Mass [lbm] Mass false 0 1564 2380 56 20 1592 2390 Centre of gravity of the model. Point masses are not included since version 2.0.0. b2128923-fa55-4439-a69b-1566b98fbd83 Centre of Gravity COG false 0 1564 2400 56 20 1592 2410 List of load case names. 32c14a69-71e3-4653-b1e1-2b4301873d2a Load Case Names LCNames false 0 1564 2420 56 20 1592 2430 Assemble Model (Karamba3D) 1 Assemble Model (Karamba3D) 4 0 Limit distance [ft] for coincident points (for point-loads, supports given with coordinates). fece1e71-8a62-426a-9283-ebb5dcf8e3dc Limit Distance [ft] LDist true 0 1488 2449 5 0 1512.5 2449 1 1 {0} 0.005 1 List of points which will be inserted at the beginning of the node-list at the output-plug. This makes it easy to reference them by index in the model later. May contain duplicate points. In case of duplicate points elements are attached to them alternating: first element to first duplicate point, second element to second duplicate point, third element to first duplicate point in case there are only two points in one position. 50d4f16e-1c98-4216-81c1-7e0a70d5bf14 Points Pts true 0 1488 2449 5 0 1512.5 2449 1 Input cross-sections of the model. Can be used to override the cross-section definitions at the elements. 6fb80232-0ebf-488c-b639-75163d0a8a16 Cross-section CroSec true 0 1488 2449 5 0 1512.5 2449 1 Input materials of the model. Can be used to override the material-section definitions via cross-sections at the elements. 2c94ea2f-6aa9-4664-8add-e25ee13a9fcf Material Mat true 0 1488 2449 5 0 1512.5 2449 0 0 false e2831209-f0ee-42f4-8891-a68065e55134 06126871-6c90-44c6-8d4e-8b68cc178608 Analyse (Karamba3D) Calculates the deflections of a given model. false true eff19ab4-7d94-420f-a5af-b7a235fc4eb2 Analyse (Karamba3D) Analyse 1724 2348 124 84 1779 2390 Model for which to calculate deflections. 11e82529-d280-48bf-adbb-60c114ccdb18 Model Model false 21f96753-9761-43e9-bbf3-cecac61e5b78 1 1726 2350 38 40 1746.5 2370 1 Load cases for which to calculate deflections. c5be1a80-a9e3-4bd2-aba8-6621375e65d9 Load Cases LCase true 0 1726 2390 38 40 1746.5 2410 Model with displacements calculated. df0076b2-8cb3-4740-b842-6978b7116559 Analysed Model Model false 0 1794 2350 52 20 1820 2360 Maximum displacement [in] of each load-case of the model at endpoints and mid-points of elements. 4b95486b-7c55-4815-8eb5-2f6b2eb9ae3d Maximum Displacement [in] MaxDisp false 0 1794 2370 52 20 1820 2380 Resulting force of external loads [kip] of each calculated load case in global directions. 49b4c62d-544a-4a3a-b9a0-2f9766995b3a Resulting force [kip] Force false 0 1794 2390 52 20 1820 2400 Change of the internal elastic energy [kip.ft] of each load-cases of the model computed as the scalar product of external nodal loads and nodal displacements. 7b9685ae-7692-460f-b949-2f07d3333bce Change of elastic energy [kip.ft] Energy false 0 1794 2410 52 20 1820 2420 9d80a84e-fd16-4443-bacb-36997a977226 06126871-6c90-44c6-8d4e-8b68cc178608 Model View (Karamba3D) Lets you inspect the current state of the model. Plug it into the data pipeline in front of 'Beam View' or 'Shell View' to control the overall model display. false -1 true 4cdbbbc1-8aa7-4ca5-b27d-c791e282fee9 Model View (Karamba3D) ModelView 1809 2657 136 184 1870 2709 false true 50 100 0 2 false 1 5 0 2 true 0.2 1 0 2 0 5 0 2 true 0.2 1 0 2 false 1 5 0 2 true 1 5 0 2 true true false 1 5 0.05 2 100 100 0 2 0 100 0 2 2 true false false 1 2 0 2 0.2 2 0 2 false false false false false false false false 3 false false false false 2 true true 0 0 Model to be viewed. a48748bb-7ed3-4b3f-80be-46b28719fd4b Model Model false df0076b2-8cb3-4740-b842-6978b7116559 1 1811 2659 44 20 1834.5 2669 Select load case to be displayed in each point of the structure by providing a string of the following form: 'LoadCaseCombinationName/SelectionCriterion1/SelectionCriterion2/...'. adaf8995-08e3-487c-92ce-10280fd5a9a0 Load Case LCase true 0 1811 2679 44 20 1834.5 2689 1 This list of colours is used for rendering coloured meshes. The first colour is used for values below the currently visible range. The last colour is used for values above the currently visible range. All other colours are evenly distributed in the visible range. The minimum number of colours to be supplied is four. 7a78419b-4007-4839-802b-315f2ccb4736 Colours Colours true 0 1811 2699 44 20 1834.5 2709 1 List of identifiers of elements which shall be displayed and/or breps, base-lines, planes, surfaces which define visibility via the element nodes inside or on them. By default, all elements are displayed. In case identifiers and geometry items are given only those elements are visible which fulfill both criteria. 5e785d9c-96b9-4dd3-b9d9-0720c61274de View Selection View true 0 1811 2719 44 20 1834.5 2729 Input a vector for specifying the direction of the displacement component to be displayed. Alternatively supply a plane to project the displacements on it. By default, the resultant displacements are shown. 83d9a8c3-b8b1-4a3b-bd1b-0f1916351344 Deformation Direction defDir true 0 1811 2739 44 20 1834.5 2749 Model which was viewed. 3acd152f-573e-4df0-8ec0-729c91c56a15 Model Model false 0 1885 2659 58 20 1914 2669 Mesh of deformed structure. 136d3015-ef91-42a6-872d-c94a40617e54 Deformed Mesh DefMesh false 0 1885 2679 58 20 1914 2689 Axes of deformed structure (if enabled - see 'Elements' checkbox). f3499e02-a48e-4864-9a19-ce8eec2254e3 Deformed Axes DefAxes false 0 1885 2699 58 20 1914 2709 Deformed Model with nodal displacements as displayed. To save computational resources, the output is created only in case the output-plug in connected to another component. Connect the output-plug and reevaluate the ModelView-component to get the expected output. cab884d4-bbf7-44ac-8ca3-3b1f141de12f Deformed Model DefModel false 0 1885 2719 58 20 1914 2729 Maximum displacement [in] of the displayed model parts. The setting of the 'defDir'-input is considered. 09cac95a-0ae1-4bde-b4e8-9e47a82aa1eb Maximum Deformation DefMax false 0 1885 2739 58 20 1914 2749 7df6c840-2443-4ab5-99f5-b67ad3482bb7 06126871-6c90-44c6-8d4e-8b68cc178608 Beam View (Karamba3D) Lets you set the display properties of beams and trusses. Plug it into the definition after a ModelView-component so that you can fine-tune the model display with it. false -1 a7214bb7-a4b7-4f0d-b132-5364f5a70384 Beam View (Karamba3D) BeamView 2346.5 2491 133 152 2404 2543 false false false 0.5 1 0 2 0.5 1 0 2 false false false false false false false 20 false true false false false false false false false false false false false false false false false false false false false 2 30 1 0 4 10 1 0 Model to be viewed. fd3c5ec6-1d11-4f5c-83cd-d7fc04f18fea Model Model false 82a8a492-70d1-41be-bb93-dd68f761db7c 1 2348.5 2493 40.5 100 2369 2543 Viewed model. 1f26c9b2-8c76-42d7-9ed4-e18ac94c1a35 Model Model false 0 2419 2493 58.5 20 2447 2503 Mesh of rendered structure: one mesh per shell or beam to keep the list order. The placeholder meshes for shells are 'Null Meshes'. 2deab33a-5caf-4aba-8ecc-861f1524c795 Meshes of Rendered Beams Mesh false 0 2419 2513 58.5 20 2447 2523 Lines of sectional forces distribution (if enabled). 54d3a2f6-dc51-453e-9ba4-39ea69a0b933 Deformed Beam Axes Curves false 0 2419 2533 58.5 20 2447 2543 Colours of legend. db4b0b05-3100-4880-ab81-4164324ba4cb Legend Colours Legend C false 0 2419 2553 58.5 20 2447 2563 Tags of legend. 8a10edb2-a6a9-41ef-9c01-45bca85e47bb Legend Tags Legend T false 0 2419 2573 58.5 20 2447 2583 27efe29a-34d5-4de3-a6ea-fca25df8766f 06126871-6c90-44c6-8d4e-8b68cc178608 Utilization of Elements (Karamba3D) Returns the utilization of beams for the given load case combination according to Eurocode 3 (EN 1993-1-1) annex B. '1' means 100%. The index of the tree branch corresponds to the element index. false true iVBORw0KGgoAAAANSUhEUgAAABgAAAAYCAYAAADgdz34AAAAAXNSR0IArs4c6QAAAARnQU1BAACxjwv8YQUAAAAJcEhZcwAACxIAAAsSAdLdfvwAAAAZdEVYdFNvZnR3YXJlAEFkb2JlIEltYWdlUmVhZHlxyWU8AAAB6klEQVRIS7WSMUsjQRiG5dvd2WRBTbBQLIwpDMFCIZ1wILETwUIFsUhnSmELLbTwBwjiFhZaKIIWYmURBbuAV9hYWWlhFnsJ4hZWeSThDi47e7h3t7fwFPMwO+/wftMD9PxPNJE0mkgaTSSNJpJGE0mjibikRWoiQhS/7tN+/AoR+WYbRqBE8Pr6IJOhYduURcj/a0DasmqGCKWBAfzZWZibwysUyFoW7uAgzWLx7wI6t7asQJkm3tIS7O7S2NigPDpKPpOhvrAA1SpUKn8ekE6laoZhUBofx7++hrs7vLU1sr29uPPzNI+O4OQEDg6oTk3FD+jc2rYDy1Ls7Hh8fMDzc4Py9DT5XI765SW8vMDTE/7NDWMjIz+H7H4ZYNvpmohBsVji6srn4QG2tjz6+7Osrro8PjZ5fYW3Nzg7O8dxnJZS6l1EcuGztFtblh2YpqJS8bi4gMPDBhMTZYaG8uzt1bm97bTE/T0sLlZp16eU/T18cGSAUqoVftOpVIqZGRfPa3J8DKensL/vMzw8FllJmK7FjwF1fW23vg6bm7C9DcvL5yjltEwzupIwsQLaL3NlBQqFKu3ZmObvKwkTK2By0sdx4lUSJlaAYTgtkXiVhOlaKKWCqCGLxK8kjCaSRhNJo4mk0UTSfALGxhRiPMqBOAAAAABJRU5ErkJggg== a19ddcad-2ace-4ed3-aae5-fbdff986ad00 Utilization of Elements (Karamba3D) Beams 1940 2329 146 312 2019 2461 Model with calculated displacements. 6908bb62-7bc0-44b2-b283-0007dd697dc0 Analysed Model Model false df0076b2-8cb3-4740-b842-6978b7116559 1 1942 2331 62 28 1974.5 2345.4443 1 Elements or identifiers of elements for which to retrieve utilization values. By default, all elements are included. 794527d8-b51e-454d-86ce-43886ce6fb91 Elements|Identifiers Elems|Ids true 0 1942 2359 62 29 1974.5 2374.3333 Name or index of the load case combination for which to retrieve results. If no input is provided, the results for the default load case are retrieved. The default load case is either the one selected by the nearest upstream component or the first active load case if no load case selection has been made. If you're unsure about the current default load case, you can connect the model to a panel, which will display the relevant information. 91fde90a-c87a-4588-b2de-71118d8ab46b Load Case Combination LCase true 0 1942 2388 62 29 1974.5 2403.2222 Model from which utilization values were retrieved. ab29a7ad-5edc-41dc-bf00-f2931b11eaf4 Model Model false 0 2034 2331 50 20 2059 2341 Beams 2 Beams 6 0 Number of sample points where cross section forces and resistance are compared for cross section design. 6fd11011-24df-45b2-b241-5c69a8860e16 Number of Sample Points NSamples true 0 1942 2417 62 29 1974.5 2432.111 1 1 {0} 3 If 'True': elastic cross section design utilization; false: plastic cross section design utilization for beams. Default: true. c2e14edf-71e6-45d5-839a-c333ee397e13 Elastic Design Elast true 0 1942 2446 62 29 1974.5 2461 1 1 {0} true Material safety factor in case that buckling does not lead to failure. 762188b7-6a42-4c8d-8862-7c7d34a88afa GammaM0 GammaM0 true 0 1942 2475 62 29 1974.5 2489.8887 1 1 {0} 1 Material safety factor in case that buckling leads to failure. 2e55a594-889a-4567-8804-1365b3b4b840 GammaM1 GammaM1 true 0 1942 2504 62 29 1974.5 2518.7776 1 1 {0} 1.1 If 'True': buckling involves sideways sway of the structure. 66239f12-3d2d-402d-94e8-2165ccae809b SwayFrame SwayFrame true 0 1942 2533 62 29 1974.5 2547.6665 1 1 {0} true If input is 1 (=true) details regarding intermediate results are output at 'Details' as strings; if 2 Json-strings are output. 34b1d1f1-c5ea-4230-950e-932ab8ab7dcb With details? Details? true 0 1942 2562 62 29 1974.5 2576.5554 1 1 {0} false 12 0 Utilization [] of the selected elements in the given load case combination. The index of the branch is the element index. Data-structure: element/utilization(s). 0a28d1fd-35aa-419f-9102-1cd826e2a8c7 Utilization Util false 0 2034 2351 50 20 2059 2361 Maximum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. 070a750d-723d-4e07-be60-00774670a59f sig-max [ksi] sig-max false 0 2034 2371 50 20 2059 2381 Minimum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. 38a7a269-971c-4317-b706-f64cd9e491a9 sig-min [ksi] sig-min false 0 2034 2391 50 20 2059 2401 Maximum absolute shear stress [ksi] including torsion and shear in local Y- or Z-direction. d90c036f-f619-4ffc-ba51-877d00fa9331 tau-max [ksi] tau-max false 0 2034 2411 50 20 2059 2421 Contribution of axial force to the total utilization. d489bc68-b6a9-498c-83bc-b786a90a4693 Util-N Util-N false 0 2034 2431 50 20 2059 2441 Ratio between governing and ultimate shear force in Y-direction. a54daa56-9829-4b84-9235-214340bbb544 Util-Vy Util-Vy false 0 2034 2451 50 20 2059 2461 Ratio between governing and ultimate shear force in Z-direction. dc0f7798-14d1-425a-bc7b-b90d7e026989 Util-Vz Util-Vz false 0 2034 2471 50 20 2059 2481 Ratio between governing and ultimate torsional moment. 35dc07c0-c447-4727-b17d-b5d1ca5f1efc Util-Mt Util-Mt false 0 2034 2491 50 20 2059 2501 Contribution of bending moment about to local Y-axis to the total utilization. 0ecf2326-6431-43a1-9f9f-4ec33154c599 Util-My Util-My false 0 2034 2511 50 20 2059 2521 Contribution of bending moment about to local Z-axis to the total utilization. de7bbcb5-b085-41fc-96c6-7bfbb0e899be Util-Mz Util-Mz false 0 2034 2531 50 20 2059 2541 Index of the governing load case for maximum and/or minimum utilization. b61577eb-a508-40ac-a1f3-96c8b7714e76 Load Case Index LCInd false 0 2034 2551 50 20 2059 2561 Intermediate values of the design calculations. 4ca4c988-d6d9-4aab-801d-244c4b793a83 Details Details false 0 2034 2571 50 20 2059 2581 Shells 0 0 2 0 Utilization [] of the selected elements in the given load case combination. The index of the branch is the element index. Data-structure: element/sub-element(face)/utilization(s). 6d9784b9-159c-4457-b6f0-e62db56a10bf Utilization Util false 0 0 0 150 20 Index of the governing load case for maximum and/or minimum utilization. 2ec8d5f3-5940-4043-98bb-e502e5c4916d Load Case Index LCInd false 0 0 0 150 20 38febbbb-7ebc-43da-8c6f-d48b5ec46845 06126871-6c90-44c6-8d4e-8b68cc178608 Beam Displacements (Karamba3D) Returns displacements along beams at specified locations: translations/rotations in global x-, y-, and z-direction; rotations about global x-, y- and z-axis. true 6988e892-80bb-4097-ad69-febff619c726 Beam Displacements (Karamba3D) BeamDisp 2162 2404 130 84 2234 2446 Model with calculated displacements. 00d21848-d6ea-4293-9308-14412343f130 Analysed Model Model false df0076b2-8cb3-4740-b842-6978b7116559 1 2164 2406 55 20 2193 2416 1 Beams or identifiers of beams for which to retrieve results. By default, all elements are included. f814bb90-0714-4c1e-8f6d-fbe11d40fad9 Beams|Identifiers Beams|Ids true 0 2164 2426 55 20 2193 2436 Load case selection for which to retrieve results. Provide a string of the following form: 'LoadCaseCombinationName/SelectionCriterion1/SelectionCriterion2/...'. This string can be produced via the LoadCaseSelector-component. If no input is provided, the results for the default load case are retrieved. The default load case is either the one selected by the nearest upstream component or the first active load case if no load case selection has been made. If you're unsure about the current default load case, you can connect the model to a panel, which will display the relevant information. 5a7a9c03-e74b-4477-885c-6faa416f12bd Load Case LCase true 0 2164 2446 55 20 2193 2456 1 Parameter values 0<t<1 at which to retrieve displacements along the beam. 2d1f1ac1-4764-4fec-bfcf-9b8e7e050813 ts ts true 0 2164 2466 55 20 2193 2476 1 2 {0} 0 1 Model from which displacements were retrieved. d6807536-acf9-4cb9-800d-1280898fbaa1 Model Model false 0 2249 2406 41 20 2269.5 2416 Translations (t) in global x-, y-, and z-direction [ft] for load-cases Path structure: Element index/Position along element/Load case.. db9e1aa5-c9b0-4ac1-960c-5c976d7821d0 Translations [ft] Trans false 0 2249 2426 41 20 2269.5 2436 Rotations (r) about global x-, y-, and z-direction [rad] for load-cases Path structure: Element index/Position along element/Load case.. 1c519d9e-ad8d-4f8f-9731-7e55ef391945 Rotations [rad] Rot false 0 2249 2446 41 20 2269.5 2456 Index of the governing load case within the load case combination. '-1' results in case of no single load case governs the result (e.g., in case of an envelope). 3475ace3-3c7f-4071-bc10-35cc82720cce Load Case Index LCInd false 0 2249 2466 41 20 2269.5 2476 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 5de48718-7985-43d8-b1d8-0221d4953b7f Panel V4_UtilPanel_steel false 0 0a28d1fd-35aa-419f-9102-1cd826e2a8c7 1 Double click to edit panel content… 2332 2220 160 138 0 0 0 2332.9634 2220.2888 255;255;250;90 true true true false false true 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 1159efe4-efa1-4ed6-a583-85428ecbc275 Panel V4_DispPanel_steel false 0 4b95486b-7c55-4815-8eb5-2f6b2eb9ae3d 1 Double click to edit panel content… 2350 2382 160 72 0 0 0 2350.4663 2382.6711 255;255;250;90 true true true false false true c1d40dde-986c-4f30-9e48-bc3a0afc8e50 06126871-6c90-44c6-8d4e-8b68cc178608 Create Linear Element (Karamba3D) Geometry is assumed to be given in [ft]. Creates beams with default properties from given lines. Lines that meet at a common point are thus connected with each other. Karamba3D assumes input to be in [ft]. false 2063168588 true 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 a4cf60ec-5e0b-4d53-a10e-248154b396e3 Create Linear Element (Karamba3D) LineToBeam 1059 3211 118 157 1127 3258 Beams with default properties. 47693b04-a3d8-49de-b21f-7ff770ee4142 Element Elem false 0 1142 3213 33 29 1158.5 3227.8333 Endpoints of the beams. ff5e16d5-4aca-4c75-8ed7-b8cd1ab2abbb Points Pts false 0 1142 3242 33 30 1158.5 3257.5 Information regarding the conversion of lines to beams. edec1c3e-e40d-4139-a347-b3ad5ed1d93b Info Info false 0 1142 3272 33 30 1158.5 3287.1665 LineToBeam 4 LineToBeam 16 0 1 Line which will be connected to others if they meet at common points. Node indexes may change if lines are added. 325671bd-70c7-499b-beb5-917de304b370 Line Line false 6f6344ce-dc3c-4200-a770-24fb7b205c16 c602e2ec-ce00-4a7a-9902-de75de59db11 7e9ab22a-460a-40cf-ba5b-9e7d91b05bb2 3 1061 3213 51 22 1088 3224.125 1 Colour of the beam. The component applies the longest list principle with respect to the input lines. c0a64d40-9412-4aa5-adc0-d194f0648a18 Colour Colour true 0 1061 3235 51 22 1088 3246.375 1 Identifier of the beam. Need not be unique in a model. The component applies the longest list principle with respect to the input lines. 7750c3bc-ee4e-4c3f-865e-9dd42485af60 Identifier Id true 0 1061 3257 51 22 1088 3268.625 1 1 {0} false 1 Cross-section of the beam. The component applies the longest list principle with respect to the input lines. b500fd42-4c1f-48df-8c10-5b8e91729b20 Cross-section CroSec true 284a7740-5fe5-4c48-8f3a-c57f0e641e75 1 1061 3279 51 23 1088 3290.875 Limit distance [ft] for coincident points. 40565178-8600-4101-917d-4400ba71c3ba Limit Distance [ft] LDist true 0 1061 3311 5 0 1088 3311 1 1 {0} 0.005 1 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. 0bf43523-e79c-486b-a619-884f1c205104 Z-Orientation Z-Ori true 0 1061 3311 5 0 1088 3311 1 Buckling length [ft] of element in local Y-direction if > 0. b7a133e5-85d9-4585-82fe-c777a6efa5b8 Buckling Length Y [ft] BklLenY true 0 1061 3311 5 0 1088 3311 1 1 {0} -1 1 Buckling length [ft] of element in local Z-direction if > 0. 5cd49d55-f5b7-4a3b-9f12-15e7b6b1ab6d Buckling Length Z [ft] BklLenZ true 0 1061 3311 5 0 1088 3311 1 1 {0} -1 1 Buckling length [ft] of element for lateral torsional buckling if > 0. a328f459-25d6-48d1-8544-96204e96ba20 Buckling Length LT [ft] BklLenLT true 0 1061 3311 5 0 1088 3311 1 1 {0} -1 If 'True' the beam has bending stiffness. Otherwise, it is a truss. d1d9587d-61ca-4868-a47f-b8e86fa46f3e Bending Bending true 0 1061 3311 5 0 1088 3311 1 1 {0} true For converting splines into polylines: Maximum angle (0 to pi) between tangents at adjacent vertices. 3d1cdea8-0e37-4d05-9258-4681d3d76545 To Polyline Max Angle ToPAng true 0 1061 3311 5 0 1088 3311 1 1 {0} 0.25 For converting splines into polylines: If tolerance = 0, the parameter is ignored. This parameter controls the maximum permitted value of the distance in the base unit for geometry input from the curve to the polyline. a8e4294e-17d3-4724-a54e-97bfd0365edb To Polyline Tolerance ToPTol true 0 1061 3311 5 0 1088 3311 1 1 {0} 0.1 For converting splines into polylines: If maxEdgeLength = 0, the parameter is ignored. This parameter controls the maximum permitted edge length in the base unit for geometry input. d725cfdb-2abd-47af-99d3-dcf835046cad To Polyline Max Edge-length ToPMaxL true 0 1061 3311 5 0 1088 3311 1 1 {0} 0.25 1 List of points which will be inserted at the beginning of the node-list at the output-plug. This makes it easy to reference them by index in the model later. May contain duplicate points. In case of duplicate points elements are attached to them alternating: first element to first duplicate point, second element to second duplicate point, third element to first duplicate point in case there are only two points in one position. 90865b02-8a2a-4e78-b12c-31a82daf9520 Points Pts true 0 1061 3311 5 0 1088 3311 If false, a line only results in an element if it connects to points given in the 'Points' input-plug. a3014435-db1a-4fbd-8700-e7f262740397 New New true 0 1061 3311 5 0 1088 3311 1 1 {0} true Remove duplicate lines - otherwise there could be two elements on the same spot which is normally not preferred. 034b5915-9309-4dd3-96d0-eb2316bdbb5c Remove Remove true 0 1061 3311 5 0 1088 3311 1 1 {0} true 0 0 false LineToTruss 16 0 1 Line which will be connected to others if they meet at common points. Node indexes may change if lines are added. 1697870d-0dfb-4a3b-8c37-75e8dbecf6a7 Line Line false 0 0 0 150 20 1 Colour of the beam. The component applies the longest list principle with respect to the input lines. a528eda1-ebcc-4a55-8c22-7236f52e6b07 Colour Colour true 0 0 0 150 20 1 Identifier of the beam. Need not be unique in a model. The component applies the longest list principle with respect to the input lines. 54398c01-5a06-45e2-a7ee-efec81c4f2d9 Identifier Id true 0 0 0 150 20 1 1 {0} false 1 Cross-section of the beam. The component applies the longest list principle with respect to the input lines. c11e74ed-cb31-40c3-8b4c-622a551607cd Cross-section CroSec true 0 0 0 150 20 Limit distance [ft] for coincident points. 912c7fb4-2889-429b-9e3d-b4cd7f8f55cf Limit Distance [ft] LDist true 0 0 0 150 20 1 1 {0} 0.005 1 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. 7498f4c8-5d10-45d8-8d92-78a5911cc71f Z-Orientation Z-Ori true 0 0 0 150 20 1 Buckling length [ft] of element in local Y-direction if > 0. dd83202d-b3a1-4f47-94a8-17989fcbbf82 Buckling Length Y [ft] BklLenY true 0 0 0 150 20 1 1 {0} -1 1 Buckling length [ft] of element in local Z-direction if > 0. 280bdf4b-6f17-43f0-8272-3666f137a30a Buckling Length Z [ft] BklLenZ true 0 0 0 150 20 1 1 {0} -1 1 Buckling length [ft] of element for lateral torsional buckling if > 0. 75c9af5f-f91f-4745-82c4-8f225890ec8c Buckling Length LT [ft] BklLenLT true 0 0 0 150 20 1 1 {0} -1 If 'True' the beam has bending stiffness. Otherwise, it is a truss. ba7b452c-fa70-4a92-86de-6543ff8579da Bending Bending true 0 0 0 150 20 1 1 {0} false For converting splines into polylines: Maximum angle (0 to pi) between tangents at adjacent vertices. e6b79c2e-437e-4d5f-89e2-c93fe131a19f To Polyline Max Angle ToPAng true 0 0 0 150 20 1 1 {0} 0.25 For converting splines into polylines: If tolerance = 0, the parameter is ignored. This parameter controls the maximum permitted value of the distance in the base unit for geometry input from the curve to the polyline. e9a9910a-bad4-48d6-b4f5-a82aa0cf247a To Polyline Tolerance ToPTol true 0 0 0 150 20 1 1 {0} 0.1 For converting splines into polylines: If maxEdgeLength = 0, the parameter is ignored. This parameter controls the maximum permitted edge length in the base unit for geometry input. 930dedbc-9a6b-4a53-9a97-f558f0b97f4c To Polyline Max Edge-length ToPMaxL true 0 0 0 150 20 1 1 {0} 0.25 1 List of points which will be inserted at the beginning of the node-list at the output-plug. This makes it easy to reference them by index in the model later. May contain duplicate points. In case of duplicate points elements are attached to them alternating: first element to first duplicate point, second element to second duplicate point, third element to first duplicate point in case there are only two points in one position. ac7e431f-4322-4528-b59e-3fd5b3280324 Points Pts true 0 0 0 150 20 If false, a line only results in an element if it connects to points given in the 'Points' input-plug. 5a24fe25-037c-462d-9e53-f5b493e1d25f New New true 0 0 0 150 20 1 1 {0} true Remove duplicate lines - otherwise there could be two elements on the same spot which is normally not preferred. 5e2d41ca-f9fb-4ef8-86d5-da7ee1062095 Remove Remove true 0 0 0 150 20 1 1 {0} true 0 0 false IndexToBeam 6 0 Index of starting point of beam. d468c380-1613-4906-a8ad-6f4492019895 Index A iA false 0 0 0 150 20 1 1 {0} 0 Index of endpoint of beam. ba08a9f8-e205-4d9b-b3dd-e54c294ce6af Index B iB true 0 0 0 150 20 1 1 {0} 1 Colour of the beam. 150dec4e-692b-490d-b8c7-7ba0b33159f5 Colour Colour true 0 0 0 150 20 Identifier of beam in model. Need not be unique. 9ee6ad75-6cac-44a1-826b-4d61d6a1d18e Identifier Id true 0 0 0 150 20 1 1 {0} false Cross-section of the beam. 80e9ed8b-9039-48b1-8100-049f4a5cfc18 Cross-section CroSec true 0 0 0 150 20 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. 2e2548c6-dcf0-453f-b465-01ef860c55db Z-Orientation Z-Ori true 0 0 0 150 20 0 0 false ConnectivityToBeam 5 0 2 Input connectivity diagram. 6e9355f0-4e80-47c8-9fe6-f569b65b6543 Connectivity C false 0 0 0 150 20 1 Colour of the beam. 0c2c40e1-55b7-441f-b6e0-d2873169ab43 Colour Colour true 0 0 0 150 20 1 Identifier of the beam in the model. Need not be unique. 21b3b189-1032-4099-89b0-0de22b709c5b Identifier Id true 0 0 0 150 20 1 1 {0} false 1 Cross-section of the beam. 756f1050-4e53-4901-99a5-91454256fca2 Cross-section CroSec true 0 0 0 150 20 1 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. 7a1f3e00-ae67-4e8f-9171-25cc582874f2 Z-Orientation Z-Ori true 0 0 0 150 20 0 0 false ddcf0ef4-e8bb-4231-8302-ded99046e49c 06126871-6c90-44c6-8d4e-8b68cc178608 Assemble Model (Karamba3D) Creates a finite element model from given entities (points, beams, supports, loads, cross sections, materials...). false true 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 c4e545da-17f1-4b02-9afe-b424bc6872b1 Assemble Model (Karamba3D) Assemble 1298 3219 136 120 1361 3271 1 Input beams/shells of the model. 5198b636-f3fc-43b6-bd87-d99d06b6eee9 Elem Elem true 47693b04-a3d8-49de-b21f-7ff770ee4142 1 1300 3221 46 20 1324.5 3231 1 Input supports. 2e7392d9-c4b9-4589-ac65-d403cf87e499 Support Support true 893148b3-d9ff-4bbc-9151-01f92c37c40c 1 1300 3241 46 20 1324.5 3251 1 Input loads. c3766253-92a7-4c97-9419-4d372740dca8 Load Load true 36d224a2-032d-4cc8-88a0-641af18869b4 36bf589a-e50e-43f1-9014-fb29c126f115 2 1300 3261 46 20 1324.5 3271 1 Input element joints. 1b19ffcd-0cca-4b0e-a7db-a3bb4b5cfdb8 Joint Joint true 0 1300 3281 46 20 1324.5 3291 1 Input sets of beams. 49dbd5f9-8a78-4eae-b339-39fa1c0b9470 Beam Set Set true 0 1300 3301 46 20 1324.5 3311 Model based on inputs. 60a808c1-7265-4fb0-b49e-a61734a7a6cd Model Model false 0 1376 3221 56 20 1404 3231 information regarding the assembly of the model. 4db3c154-ab30-4d65-9b97-ccbf34807b9b Info Info false 0 1376 3241 56 20 1404 3251 Mass of structure in [lbm]. Point masses are not included since version 2.0.0. cb37f764-44ea-456c-b567-4aa8857cd4d6 Mass [lbm] Mass false 0 1376 3261 56 20 1404 3271 Centre of gravity of the model. Point masses are not included since version 2.0.0. 0ceeae70-cc23-4333-8c28-f599a7e5e56e Centre of Gravity COG false 0 1376 3281 56 20 1404 3291 List of load case names. 940ee3b9-d324-426d-a606-60f0adcf34ef Load Case Names LCNames false 0 1376 3301 56 20 1404 3311 Assemble Model (Karamba3D) 1 Assemble Model (Karamba3D) 4 0 Limit distance [ft] for coincident points (for point-loads, supports given with coordinates). a6c6ee4f-f85e-48ac-bc69-9003b11c2951 Limit Distance [ft] LDist true 0 1300 3330 5 0 1324.5 3330 1 1 {0} 0.005 1 List of points which will be inserted at the beginning of the node-list at the output-plug. This makes it easy to reference them by index in the model later. May contain duplicate points. In case of duplicate points elements are attached to them alternating: first element to first duplicate point, second element to second duplicate point, third element to first duplicate point in case there are only two points in one position. 7343b4e6-6697-47cd-bc61-2243b27da695 Points Pts true 0 1300 3330 5 0 1324.5 3330 1 Input cross-sections of the model. Can be used to override the cross-section definitions at the elements. cf5a8e47-329c-48aa-9963-2a9f8c8926c2 Cross-section CroSec true 0 1300 3330 5 0 1324.5 3330 1 Input materials of the model. Can be used to override the material-section definitions via cross-sections at the elements. cd0111a3-5806-436d-a538-3e87cf317791 Material Mat true 0 1300 3330 5 0 1324.5 3330 0 0 false e2831209-f0ee-42f4-8891-a68065e55134 06126871-6c90-44c6-8d4e-8b68cc178608 Analyse (Karamba3D) Calculates the deflections of a given model. false true 66c6abd3-88a9-44b3-a718-efb003615618 Analyse (Karamba3D) Analyse 1536 3229 124 84 1591 3271 Model for which to calculate deflections. 1ad3ad0b-89b5-42a3-b8b5-05fe7d165136 Model Model false 60a808c1-7265-4fb0-b49e-a61734a7a6cd 1 1538 3231 38 40 1558.5 3251 1 Load cases for which to calculate deflections. d8785a2b-0ea4-43e9-a7d0-7a8865b7ad08 Load Cases LCase true 0 1538 3271 38 40 1558.5 3291 Model with displacements calculated. 271a04d9-afcc-4ac0-8f45-a7d853d0642a Analysed Model Model false 0 1606 3231 52 20 1632 3241 Maximum displacement [in] of each load-case of the model at endpoints and mid-points of elements. 99d151d9-8d65-4655-a33d-00eca41804eb Maximum Displacement [in] MaxDisp false 0 1606 3251 52 20 1632 3261 Resulting force of external loads [kip] of each calculated load case in global directions. 9f903560-31c1-492c-beed-387f1d335ec8 Resulting force [kip] Force false 0 1606 3271 52 20 1632 3281 Change of the internal elastic energy [kip.ft] of each load-cases of the model computed as the scalar product of external nodal loads and nodal displacements. 58066626-c72b-470a-8924-15d5e1044622 Change of elastic energy [kip.ft] Energy false 0 1606 3291 52 20 1632 3301 9d80a84e-fd16-4443-bacb-36997a977226 06126871-6c90-44c6-8d4e-8b68cc178608 Model View (Karamba3D) Lets you inspect the current state of the model. Plug it into the data pipeline in front of 'Beam View' or 'Shell View' to control the overall model display. false -1 true a52ed7ad-0615-4fca-b4f4-07ec75273324 Model View (Karamba3D) ModelView 1677 2987 136 247 1738 3039 false true 50 100 0 2 false 1 5 0 2 true 0.2 1 0 2 0 5 0 2 true 0.2 1 0 2 false 1 5 0 2 true 1 5 0 2 true true false 1 5 0.05 2 100 100 0 2 0 100 0 2 2 true false false 1 2 0 2 0.2 2 0 2 false false false false false false false true 3 false false false false 2 true true 0 0 Model to be viewed. 2aa222aa-17ab-4f0f-b9b0-efc55de35604 Model Model false 271a04d9-afcc-4ac0-8f45-a7d853d0642a 1 1679 2989 44 20 1702.5 2999 Select load case to be displayed in each point of the structure by providing a string of the following form: 'LoadCaseCombinationName/SelectionCriterion1/SelectionCriterion2/...'. cdffd8a1-e7cc-4571-9290-8a0bc1f07b7a Load Case LCase true 0 1679 3009 44 20 1702.5 3019 1 This list of colours is used for rendering coloured meshes. The first colour is used for values below the currently visible range. The last colour is used for values above the currently visible range. All other colours are evenly distributed in the visible range. The minimum number of colours to be supplied is four. 032b4744-8e2d-46df-a2df-1edf872f2926 Colours Colours true 0 1679 3029 44 20 1702.5 3039 1 List of identifiers of elements which shall be displayed and/or breps, base-lines, planes, surfaces which define visibility via the element nodes inside or on them. By default, all elements are displayed. In case identifiers and geometry items are given only those elements are visible which fulfill both criteria. 17cae717-57eb-46d4-bba1-339aa7fe5015 View Selection View true 0 1679 3049 44 20 1702.5 3059 Input a vector for specifying the direction of the displacement component to be displayed. Alternatively supply a plane to project the displacements on it. By default, the resultant displacements are shown. b6a31c02-4ac4-48c2-9e72-760952517cce Deformation Direction defDir true 0 1679 3069 44 20 1702.5 3079 Model which was viewed. 041a4a4c-4d6a-4ee4-82cf-82dc3854e603 Model Model false 0 1753 2989 58 20 1782 2999 Mesh of deformed structure. 6268ab10-fb4b-4b0c-8a39-76345c6fa3bb Deformed Mesh DefMesh false 0 1753 3009 58 20 1782 3019 Axes of deformed structure (if enabled - see 'Elements' checkbox). 3ecb6e7a-d4a5-4fe4-89e2-062ebb9555c9 Deformed Axes DefAxes false 0 1753 3029 58 20 1782 3039 Deformed Model with nodal displacements as displayed. To save computational resources, the output is created only in case the output-plug in connected to another component. Connect the output-plug and reevaluate the ModelView-component to get the expected output. ea3dd7b7-ef82-4a35-a952-7bad93d0c52e Deformed Model DefModel false 0 1753 3049 58 20 1782 3059 Maximum displacement [in] of the displayed model parts. The setting of the 'defDir'-input is considered. 87562ac8-485d-4f29-99db-5c563ce79dce Maximum Deformation DefMax false 0 1753 3069 58 20 1782 3079 7df6c840-2443-4ab5-99f5-b67ad3482bb7 06126871-6c90-44c6-8d4e-8b68cc178608 Beam View (Karamba3D) Lets you set the display properties of beams and trusses. Plug it into the definition after a ModelView-component so that you can fine-tune the model display with it. false -1 f67d5905-e13b-4453-8075-fccae428727f Beam View (Karamba3D) BeamView 2074.5 3027 133 239 2132 3079 false false false 0.5 1 0 2 0.5 1 0 2 false false false false false false false 20 false true false false false false false false false false false false false false false false false false false false true 2 30 1 0 4 10 1 0 Model to be viewed. 005a4676-da7b-4272-9a4f-13383c06dcc2 Model Model false ea7f4f6b-f86b-4166-a955-8dcd90b1a8b5 1 2076.5 3029 40.5 100 2097 3079 Viewed model. 913a2c38-9bd1-40cd-bfa1-ec1561661258 Model Model false 0 2147 3029 58.5 20 2175 3039 Mesh of rendered structure: one mesh per shell or beam to keep the list order. The placeholder meshes for shells are 'Null Meshes'. 3252ff67-d16e-4f9b-9bbc-7f51a648688c Meshes of Rendered Beams Mesh false 0 2147 3049 58.5 20 2175 3059 Lines of sectional forces distribution (if enabled). 418e2c29-aef2-415a-b1c3-840cb5e5548d Deformed Beam Axes Curves false 0 2147 3069 58.5 20 2175 3079 Colours of legend. 89dca83c-a274-4806-a9da-2a706dcdc8bd Legend Colours Legend C false 0 2147 3089 58.5 20 2175 3099 Tags of legend. dddba76a-6a7b-44a6-a6ae-af39db062cac Legend Tags Legend T false 0 2147 3109 58.5 20 2175 3119 27efe29a-34d5-4de3-a6ea-fca25df8766f 06126871-6c90-44c6-8d4e-8b68cc178608 Utilization of Elements (Karamba3D) Returns the utilization of beams for the given load case combination according to Eurocode 3 (EN 1993-1-1) annex B. '1' means 100%. The index of the tree branch corresponds to the element index. false true 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 b41bb2c5-8e0a-4ca0-bc34-4219b156c4f9 Utilization of Elements (Karamba3D) Beams 1842 3261 146 312 1921 3393 Model with calculated displacements. 51ee0639-f632-4b3c-acd9-615a0a585abc Analysed Model Model false 271a04d9-afcc-4ac0-8f45-a7d853d0642a 1 1844 3263 62 28 1876.5 3277.4443 1 Elements or identifiers of elements for which to retrieve utilization values. By default, all elements are included. e62eb66d-f73d-46fa-9c1c-39d2388df7c8 Elements|Identifiers Elems|Ids true 0 1844 3291 62 29 1876.5 3306.3333 Name or index of the load case combination for which to retrieve results. If no input is provided, the results for the default load case are retrieved. The default load case is either the one selected by the nearest upstream component or the first active load case if no load case selection has been made. If you're unsure about the current default load case, you can connect the model to a panel, which will display the relevant information. 2fb85cd6-5ee9-4905-a0f9-a4434466a67e Load Case Combination LCase true 0 1844 3320 62 29 1876.5 3335.2222 Model from which utilization values were retrieved. 0965a782-9ba2-4500-ad67-dcd9cd718a48 Model Model false 0 1936 3263 50 20 1961 3273 Beams 2 Beams 6 0 Number of sample points where cross section forces and resistance are compared for cross section design. f1c99dcd-4e52-4be1-bf0f-3ba7096208b3 Number of Sample Points NSamples true 0 1844 3349 62 29 1876.5 3364.111 1 1 {0} 3 If 'True': elastic cross section design utilization; false: plastic cross section design utilization for beams. Default: true. 07fa5228-4cdd-4b80-abed-8eebd08d52d5 Elastic Design Elast true 0 1844 3378 62 29 1876.5 3393 1 1 {0} true Material safety factor in case that buckling does not lead to failure. df1538ed-66af-4143-989d-8687b2e04b85 GammaM0 GammaM0 true 0 1844 3407 62 29 1876.5 3421.8887 1 1 {0} 1 Material safety factor in case that buckling leads to failure. 175322fe-5e8e-46b5-9746-a02a8119ed72 GammaM1 GammaM1 true 0 1844 3436 62 29 1876.5 3450.7776 1 1 {0} 1.1 If 'True': buckling involves sideways sway of the structure. f68e3c09-70f1-4201-bb00-32e95dcbc693 SwayFrame SwayFrame true 0 1844 3465 62 29 1876.5 3479.6665 1 1 {0} true If input is 1 (=true) details regarding intermediate results are output at 'Details' as strings; if 2 Json-strings are output. ddb0bac4-dc2c-475c-89fc-cb3198083948 With details? Details? true 0 1844 3494 62 29 1876.5 3508.5554 1 1 {0} false 12 0 Utilization [] of the selected elements in the given load case combination. The index of the branch is the element index. Data-structure: element/utilization(s). b6385ef9-811e-4933-9756-cec0985d1732 Utilization Util false 0 1936 3283 50 20 1961 3293 Maximum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. df5ead71-43da-4e91-afa8-5beaa430791e sig-max [ksi] sig-max false 0 1936 3303 50 20 1961 3313 Minimum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. 30436ca7-6501-495a-9f0b-3a1b845774b7 sig-min [ksi] sig-min false 0 1936 3323 50 20 1961 3333 Maximum absolute shear stress [ksi] including torsion and shear in local Y- or Z-direction. fcd7caa7-0d06-4fab-b632-92c2a58893e2 tau-max [ksi] tau-max false 0 1936 3343 50 20 1961 3353 Contribution of axial force to the total utilization. a2ec9147-70f2-4f5b-a09e-7f79fd3f5cf6 Util-N Util-N false 0 1936 3363 50 20 1961 3373 Ratio between governing and ultimate shear force in Y-direction. 7d858007-8709-4953-849d-7fe1b8f3d106 Util-Vy Util-Vy false 0 1936 3383 50 20 1961 3393 Ratio between governing and ultimate shear force in Z-direction. 791836f5-16bf-4ad3-b3be-36a943994e13 Util-Vz Util-Vz false 0 1936 3403 50 20 1961 3413 Ratio between governing and ultimate torsional moment. 3458e50d-dac7-4460-b4d1-26adec4ccd17 Util-Mt Util-Mt false 0 1936 3423 50 20 1961 3433 Contribution of bending moment about to local Y-axis to the total utilization. ce95b8d1-fc23-4cda-a65c-7299fbed4c26 Util-My Util-My false 0 1936 3443 50 20 1961 3453 Contribution of bending moment about to local Z-axis to the total utilization. 3f82f616-3414-4871-8ad3-7601eab4970f Util-Mz Util-Mz false 0 1936 3463 50 20 1961 3473 Index of the governing load case for maximum and/or minimum utilization. bba02a2d-06c7-4e0b-9c69-611fe4bc6cd3 Load Case Index LCInd false 0 1936 3483 50 20 1961 3493 Intermediate values of the design calculations. 6d5a0316-5a3f-4d4c-939f-e29d8414109b Details Details false 0 1936 3503 50 20 1961 3513 Shells 0 0 2 0 Utilization [] of the selected elements in the given load case combination. The index of the branch is the element index. Data-structure: element/sub-element(face)/utilization(s). ad723aa5-f5f3-4b20-b461-2b133277aa56 Utilization Util false 0 0 0 150 20 Index of the governing load case for maximum and/or minimum utilization. 9d77c5ed-6e7f-45ca-a340-6804bc49f7a8 Load Case Index LCInd false 0 0 0 150 20 38febbbb-7ebc-43da-8c6f-d48b5ec46845 06126871-6c90-44c6-8d4e-8b68cc178608 Beam Displacements (Karamba3D) Returns displacements along beams at specified locations: translations/rotations in global x-, y-, and z-direction; rotations about global x-, y- and z-axis. true 18d355a6-5ed5-4de3-a6b1-d2298c967fac Beam Displacements (Karamba3D) BeamDisp 1756 3605 130 84 1828 3647 Model with calculated displacements. 3f049588-911a-40bf-a648-e2098c17028f Analysed Model Model false 271a04d9-afcc-4ac0-8f45-a7d853d0642a 1 1758 3607 55 20 1787 3617 1 Beams or identifiers of beams for which to retrieve results. By default, all elements are included. e0aed14c-66ef-4d5a-b087-f2397ce8379f Beams|Identifiers Beams|Ids true 0 1758 3627 55 20 1787 3637 Load case selection for which to retrieve results. Provide a string of the following form: 'LoadCaseCombinationName/SelectionCriterion1/SelectionCriterion2/...'. This string can be produced via the LoadCaseSelector-component. If no input is provided, the results for the default load case are retrieved. The default load case is either the one selected by the nearest upstream component or the first active load case if no load case selection has been made. If you're unsure about the current default load case, you can connect the model to a panel, which will display the relevant information. aaf1f629-823e-4cf1-9cdc-8430697c6fba Load Case LCase true 0 1758 3647 55 20 1787 3657 1 Parameter values 0<t<1 at which to retrieve displacements along the beam. 20db08cb-7482-456e-a84c-bff629850132 ts ts true 0 1758 3667 55 20 1787 3677 1 2 {0} 0 1 Model from which displacements were retrieved. 7560d352-eb42-4349-b772-d5196613a037 Model Model false 0 1843 3607 41 20 1863.5 3617 Translations (t) in global x-, y-, and z-direction [ft] for load-cases Path structure: Element index/Position along element/Load case.. 3eccba5e-dd2b-4851-9720-ad52e165d19d Translations [ft] Trans false 0 1843 3627 41 20 1863.5 3637 Rotations (r) about global x-, y-, and z-direction [rad] for load-cases Path structure: Element index/Position along element/Load case.. 004b1bfd-7b0b-494a-ae2e-b635dcfae068 Rotations [rad] Rot false 0 1843 3647 41 20 1863.5 3657 Index of the governing load case within the load case combination. '-1' results in case of no single load case governs the result (e.g., in case of an envelope). 9d0e4446-4936-4e64-91a3-6c6bbf3f1545 Load Case Index LCInd false 0 1843 3667 41 20 1863.5 3677 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 96191036-4869-4b91-b2d5-3981fd1d3d93 Panel V4_UtilPanel_concrete false 0 b6385ef9-811e-4933-9756-cec0985d1732 1 Double click to edit panel content… 2101 3325 160 153 0 0 0 2101.2698 3325.3179 255;255;250;90 true true true false false true 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values db8e1c32-72e4-4404-a46d-da4022eccc67 Panel V4_DispPanel_concrete false 0 99d151d9-8d65-4655-a33d-00eca41804eb 1 Double click to edit panel content… 2108 3498 160 61 0 0 0 2108.232 3498.0005 255;255;250;90 true true true false false true c1d40dde-986c-4f30-9e48-bc3a0afc8e50 06126871-6c90-44c6-8d4e-8b68cc178608 Create Linear Element (Karamba3D) Geometry is assumed to be given in [ft]. Creates beams with default properties from given lines. Lines that meet at a common point are thus connected with each other. Karamba3D assumes input to be in [ft]. false 1375985939 true 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 21b1c293-ea08-4487-989e-30f3fdff679a Create Linear Element (Karamba3D) LineToBeam 998 4208 118 157 1066 4255 Beams with default properties. 40c99b5b-654a-45b8-b42d-1f15735e8fa2 Element Elem false 0 1081 4210 33 29 1097.5 4224.8335 Endpoints of the beams. f291d595-ae42-4b4e-9913-4556fba8dfe3 Points Pts false 0 1081 4239 33 30 1097.5 4254.5 Information regarding the conversion of lines to beams. a2cd73a3-6c31-497b-9e47-d72a73a6e44c Info Info false 0 1081 4269 33 30 1097.5 4284.167 LineToBeam 4 LineToBeam 16 0 1 Line which will be connected to others if they meet at common points. Node indexes may change if lines are added. ff082567-a4c3-4a92-be7d-1cf031334fa0 Line Line false 6f6344ce-dc3c-4200-a770-24fb7b205c16 c602e2ec-ce00-4a7a-9902-de75de59db11 7e9ab22a-460a-40cf-ba5b-9e7d91b05bb2 3 1000 4210 51 22 1027 4221.125 1 Colour of the beam. The component applies the longest list principle with respect to the input lines. 43590819-3c16-4d4e-a855-f06c1f98b847 Colour Colour true 0 1000 4232 51 22 1027 4243.375 1 Identifier of the beam. Need not be unique in a model. The component applies the longest list principle with respect to the input lines. b606fabd-9eea-4ce5-9896-46a712aab06a Identifier Id true 0 1000 4254 51 22 1027 4265.625 1 1 {0} false V4_OptBeam 1 Cross-section of the beam. The component applies the longest list principle with respect to the input lines. 8e394a59-c550-4ef0-8ce0-8e32641ba9ad Cross-section CroSec true a88043f1-96f6-47f6-815e-55664d3fc048 1 1000 4276 51 23 1027 4287.875 Limit distance [ft] for coincident points. 59a41140-7fe5-4d4c-af6b-1b37502307c2 Limit Distance [ft] LDist true 0 1000 4308 5 0 1027 4308 1 1 {0} 0.005 1 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. 2e0ea8e6-1c04-4766-b1eb-1986ff8868a4 Z-Orientation Z-Ori true 0 1000 4308 5 0 1027 4308 1 Buckling length [ft] of element in local Y-direction if > 0. 92cfa66a-9070-4501-9fdb-318ea0fbe6bc Buckling Length Y [ft] BklLenY true 0 1000 4308 5 0 1027 4308 1 1 {0} -1 1 Buckling length [ft] of element in local Z-direction if > 0. c5293b23-b3a8-49e5-ba90-5c9f67740db1 Buckling Length Z [ft] BklLenZ true 0 1000 4308 5 0 1027 4308 1 1 {0} -1 1 Buckling length [ft] of element for lateral torsional buckling if > 0. 73559d20-5b1a-4642-af75-ce3f223e53fa Buckling Length LT [ft] BklLenLT true 0 1000 4308 5 0 1027 4308 1 1 {0} -1 If 'True' the beam has bending stiffness. Otherwise, it is a truss. b23fa7a3-ef21-4e9d-85e8-6699aa8b5b2a Bending Bending true 0 1000 4308 5 0 1027 4308 1 1 {0} true For converting splines into polylines: Maximum angle (0 to pi) between tangents at adjacent vertices. b5b13071-006e-43bd-ac46-631a89d14dc9 To Polyline Max Angle ToPAng true 0 1000 4308 5 0 1027 4308 1 1 {0} 0.25 For converting splines into polylines: If tolerance = 0, the parameter is ignored. This parameter controls the maximum permitted value of the distance in the base unit for geometry input from the curve to the polyline. 6899d7b7-f2c5-4dc7-b8ee-2512140ed41e To Polyline Tolerance ToPTol true 0 1000 4308 5 0 1027 4308 1 1 {0} 0.1 For converting splines into polylines: If maxEdgeLength = 0, the parameter is ignored. This parameter controls the maximum permitted edge length in the base unit for geometry input. aa61352f-ee00-477f-8750-1a6e0ec05529 To Polyline Max Edge-length ToPMaxL true 0 1000 4308 5 0 1027 4308 1 1 {0} 0.25 1 List of points which will be inserted at the beginning of the node-list at the output-plug. This makes it easy to reference them by index in the model later. May contain duplicate points. In case of duplicate points elements are attached to them alternating: first element to first duplicate point, second element to second duplicate point, third element to first duplicate point in case there are only two points in one position. 8d2884e1-2da5-4362-92c2-4883cd86689d Points Pts true 0 1000 4308 5 0 1027 4308 If false, a line only results in an element if it connects to points given in the 'Points' input-plug. 15f42c27-33a5-4c61-9c33-e2a8758983f9 New New true 0 1000 4308 5 0 1027 4308 1 1 {0} true Remove duplicate lines - otherwise there could be two elements on the same spot which is normally not preferred. 3a82ed65-09dc-4c2f-8ede-d4a3972b2618 Remove Remove true 0 1000 4308 5 0 1027 4308 1 1 {0} true 0 0 false LineToTruss 16 0 1 Line which will be connected to others if they meet at common points. Node indexes may change if lines are added. 2109ac44-77ca-434f-83ad-54a710dd79dd Line Line false 0 0 0 150 20 1 Colour of the beam. The component applies the longest list principle with respect to the input lines. cb91f6d8-bc36-4a8e-9e19-3171d425e2f8 Colour Colour true 0 0 0 150 20 1 Identifier of the beam. Need not be unique in a model. The component applies the longest list principle with respect to the input lines. 93ef6b9f-9181-4643-a8f2-63d0941e5fa6 Identifier Id true 0 0 0 150 20 1 1 {0} false 1 Cross-section of the beam. The component applies the longest list principle with respect to the input lines. b5d75a96-7e03-46ca-a83b-53848658c003 Cross-section CroSec true 0 0 0 150 20 Limit distance [ft] for coincident points. e68cf3ca-7b83-4ef2-a928-9638f8b300e5 Limit Distance [ft] LDist true 0 0 0 150 20 1 1 {0} 0.005 1 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. f345dd9a-fcc2-43a1-ad6c-e6c3ad3a072b Z-Orientation Z-Ori true 0 0 0 150 20 1 Buckling length [ft] of element in local Y-direction if > 0. a057edac-06e5-440b-a760-5c5a92b8afe3 Buckling Length Y [ft] BklLenY true 0 0 0 150 20 1 1 {0} -1 1 Buckling length [ft] of element in local Z-direction if > 0. 2166440b-421d-405d-98c0-0c71138bd5c8 Buckling Length Z [ft] BklLenZ true 0 0 0 150 20 1 1 {0} -1 1 Buckling length [ft] of element for lateral torsional buckling if > 0. ed8a3975-6888-4d4c-b7bb-08aa2784e960 Buckling Length LT [ft] BklLenLT true 0 0 0 150 20 1 1 {0} -1 If 'True' the beam has bending stiffness. Otherwise, it is a truss. 6ffe30a9-04ce-470d-b974-37dff87600c5 Bending Bending true 0 0 0 150 20 1 1 {0} false For converting splines into polylines: Maximum angle (0 to pi) between tangents at adjacent vertices. 8a2bf293-0f10-44fa-8f50-1c2ff2b1bb8b To Polyline Max Angle ToPAng true 0 0 0 150 20 1 1 {0} 0.25 For converting splines into polylines: If tolerance = 0, the parameter is ignored. This parameter controls the maximum permitted value of the distance in the base unit for geometry input from the curve to the polyline. c311ea41-3516-441c-b2a6-fa4f2fbd138a To Polyline Tolerance ToPTol true 0 0 0 150 20 1 1 {0} 0.1 For converting splines into polylines: If maxEdgeLength = 0, the parameter is ignored. This parameter controls the maximum permitted edge length in the base unit for geometry input. 1ea833d8-7902-4bc2-b4ca-aa6fdc040058 To Polyline Max Edge-length ToPMaxL true 0 0 0 150 20 1 1 {0} 0.25 1 List of points which will be inserted at the beginning of the node-list at the output-plug. This makes it easy to reference them by index in the model later. May contain duplicate points. In case of duplicate points elements are attached to them alternating: first element to first duplicate point, second element to second duplicate point, third element to first duplicate point in case there are only two points in one position. 368b2560-231c-4440-bd4c-869eef0307a9 Points Pts true 0 0 0 150 20 If false, a line only results in an element if it connects to points given in the 'Points' input-plug. bcc270a3-7755-4eaf-a859-8dfe36575a2e New New true 0 0 0 150 20 1 1 {0} true Remove duplicate lines - otherwise there could be two elements on the same spot which is normally not preferred. 2e12a7ed-8a4a-4237-834f-9318a75889af Remove Remove true 0 0 0 150 20 1 1 {0} true 0 0 false IndexToBeam 6 0 Index of starting point of beam. 6a18838e-d26e-43ef-8d4c-df432ff1293c Index A iA false 0 0 0 150 20 1 1 {0} 0 Index of endpoint of beam. abb942b4-42bc-417f-88e0-33463dcc5a80 Index B iB true 0 0 0 150 20 1 1 {0} 1 Colour of the beam. fc6c3f62-1a43-44cd-bb6c-d1c54edf227f Colour Colour true 0 0 0 150 20 Identifier of beam in model. Need not be unique. 4756bac8-d458-4af4-b251-68ae1e4a20d5 Identifier Id true 0 0 0 150 20 1 1 {0} false Cross-section of the beam. 20e3b536-b66f-41dc-af5c-dc1b9c2ce62e Cross-section CroSec true 0 0 0 150 20 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. f2638d02-b877-4cc1-87ca-023c33f754c2 Z-Orientation Z-Ori true 0 0 0 150 20 0 0 false ConnectivityToBeam 5 0 2 Input connectivity diagram. b36f1b16-f71b-4050-9bde-6e63001c9107 Connectivity C false 0 0 0 150 20 1 Colour of the beam. 0e426008-5955-422a-942d-271d6eb2aca9 Colour Colour true 0 0 0 150 20 1 Identifier of the beam in the model. Need not be unique. 733c2d36-2983-4f06-ab65-6232e54ea4a0 Identifier Id true 0 0 0 150 20 1 1 {0} false 1 Cross-section of the beam. d89e31a3-d18a-4640-8cae-5a543130af0b Cross-section CroSec true 0 0 0 150 20 1 New orientation of the local Z-axis of beam. If the vector has zero length, the default orientation remains in place. 7c27c5a6-6249-478b-8082-166843c763dd Z-Orientation Z-Ori true 0 0 0 150 20 0 0 false ddcf0ef4-e8bb-4231-8302-ded99046e49c 06126871-6c90-44c6-8d4e-8b68cc178608 Assemble Model (Karamba3D) Creates a finite element model from given entities (points, beams, supports, loads, cross sections, materials...). false true 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 b7ff77ab-6c8e-4afe-a6ae-7ed88c04bc18 Assemble Model (Karamba3D) Assemble 1227 4216 136 120 1290 4268 1 Input beams/shells of the model. 56bcee55-b29c-4db0-9602-6c5834404e81 Elem Elem true 40c99b5b-654a-45b8-b42d-1f15735e8fa2 1 1229 4218 46 20 1253.5 4228 1 Input supports. cdbf8c7b-8c36-459a-8aeb-17cdef2090a3 Support Support true 893148b3-d9ff-4bbc-9151-01f92c37c40c 1 1229 4238 46 20 1253.5 4248 1 Input loads. f841dcee-b52b-42ed-9131-009ae91a343b Load Load true 36d224a2-032d-4cc8-88a0-641af18869b4 36bf589a-e50e-43f1-9014-fb29c126f115 2 1229 4258 46 20 1253.5 4268 1 Input element joints. 854f6d41-5bdf-492f-9997-21e55871a8ca Joint Joint true 0 1229 4278 46 20 1253.5 4288 1 Input sets of beams. bbf61071-3acd-4624-bce6-7cb721e19214 Beam Set Set true 0 1229 4298 46 20 1253.5 4308 Model based on inputs. 56b912b1-701d-491e-a80b-f117963edd9c Model Model false 0 1305 4218 56 20 1333 4228 information regarding the assembly of the model. 5bca637b-94c7-4fbc-acd9-910f626c25d9 Info Info false 0 1305 4238 56 20 1333 4248 Mass of structure in [lbm]. Point masses are not included since version 2.0.0. 133fce7a-70aa-4ec5-885e-966e0916ed5d Mass [lbm] Mass false 0 1305 4258 56 20 1333 4268 Centre of gravity of the model. Point masses are not included since version 2.0.0. adce01b4-ab87-4c32-a440-25a712b5aa27 Centre of Gravity COG false 0 1305 4278 56 20 1333 4288 List of load case names. 8131b29e-11ce-43a6-8d31-786e3e4c0f09 Load Case Names LCNames false 0 1305 4298 56 20 1333 4308 Assemble Model (Karamba3D) 1 Assemble Model (Karamba3D) 4 0 Limit distance [ft] for coincident points (for point-loads, supports given with coordinates). 124517a0-02a7-4329-8c63-0cdc30249298 Limit Distance [ft] LDist true 0 1229 4327 5 0 1253.5 4327 1 1 {0} 0.005 1 List of points which will be inserted at the beginning of the node-list at the output-plug. This makes it easy to reference them by index in the model later. May contain duplicate points. In case of duplicate points elements are attached to them alternating: first element to first duplicate point, second element to second duplicate point, third element to first duplicate point in case there are only two points in one position. 2f050438-6dfa-46d8-a6e2-191d0d040109 Points Pts true 0 1229 4327 5 0 1253.5 4327 1 Input cross-sections of the model. Can be used to override the cross-section definitions at the elements. 5b81cdad-0aba-42a0-919e-b2a8fb650c82 Cross-section CroSec true 0 1229 4327 5 0 1253.5 4327 1 Input materials of the model. Can be used to override the material-section definitions via cross-sections at the elements. b25d019e-3547-4b0b-b98f-3e0b83ed652f Material Mat true 0 1229 4327 5 0 1253.5 4327 0 0 false e2831209-f0ee-42f4-8891-a68065e55134 06126871-6c90-44c6-8d4e-8b68cc178608 Analyse (Karamba3D) Calculates the deflections of a given model. false true 6d908923-526a-4382-b64a-3d9c32f70f23 Analyse (Karamba3D) Analyse 1723 4376 124 84 1778 4418 Model for which to calculate deflections. 6bad3872-94be-45ae-9103-f833e11caee7 Model Model false 93b7a6e0-24c4-45d9-9f1b-f08a2ab287a1 1 1725 4378 38 40 1745.5 4398 1 Load cases for which to calculate deflections. 9553f9de-22f0-442b-982d-5b583ec6f708 Load Cases LCase true 0 1725 4418 38 40 1745.5 4438 Model with displacements calculated. eb8e9d40-4529-4baa-a3ac-1f6e66bbbb50 Analysed Model Model false 0 1793 4378 52 20 1819 4388 Maximum displacement [in] of each load-case of the model at endpoints and mid-points of elements. a07af6e7-f56a-495b-a435-2105c8ec90f4 Maximum Displacement [in] MaxDisp false 0 1793 4398 52 20 1819 4408 Resulting force of external loads [kip] of each calculated load case in global directions. 47ba5075-d599-438c-b478-edf99579d305 Resulting force [kip] Force false 0 1793 4418 52 20 1819 4428 Change of the internal elastic energy [kip.ft] of each load-cases of the model computed as the scalar product of external nodal loads and nodal displacements. f81049d9-c276-4ab6-8b5a-9c2a6c14373a Change of elastic energy [kip.ft] Energy false 0 1793 4438 52 20 1819 4448 9d80a84e-fd16-4443-bacb-36997a977226 06126871-6c90-44c6-8d4e-8b68cc178608 Model View (Karamba3D) Lets you inspect the current state of the model. Plug it into the data pipeline in front of 'Beam View' or 'Shell View' to control the overall model display. false -1 true c0883df4-ac84-484d-8d18-e0a36ffbe0be Model View (Karamba3D) ModelView 1924 4368 136 184 1985 4420 false true 50 100 0 2 false 1 5 0 2 true 0.2 1 0 2 0 5 0 2 true 0.2 1 0 2 false 1 5 0 2 true 1 5 0 2 true true false 1 5 0.05 2 100 100 0 2 0 100 0 2 2 true false false 1 2 0 2 0.2 2 0 2 false false false false false false false false 3 false false false false 2 true true 0 0 Model to be viewed. ea66f60e-6ed6-485f-ba52-5af32541d982 Model Model false eb8e9d40-4529-4baa-a3ac-1f6e66bbbb50 1 1926 4370 44 20 1949.5 4380 Select load case to be displayed in each point of the structure by providing a string of the following form: 'LoadCaseCombinationName/SelectionCriterion1/SelectionCriterion2/...'. 3a3c2806-690b-44b3-ad0f-c9b202427bd6 Load Case LCase true 0 1926 4390 44 20 1949.5 4400 1 This list of colours is used for rendering coloured meshes. The first colour is used for values below the currently visible range. The last colour is used for values above the currently visible range. All other colours are evenly distributed in the visible range. The minimum number of colours to be supplied is four. 7da82c73-43b9-4eb2-83bd-b715bd89793c Colours Colours true 0 1926 4410 44 20 1949.5 4420 1 List of identifiers of elements which shall be displayed and/or breps, base-lines, planes, surfaces which define visibility via the element nodes inside or on them. By default, all elements are displayed. In case identifiers and geometry items are given only those elements are visible which fulfill both criteria. f8434b42-e792-4f27-b4e8-a134afe796a5 View Selection View true 0 1926 4430 44 20 1949.5 4440 Input a vector for specifying the direction of the displacement component to be displayed. Alternatively supply a plane to project the displacements on it. By default, the resultant displacements are shown. 4945773a-025e-416c-8908-4726aeabc660 Deformation Direction defDir true 0 1926 4450 44 20 1949.5 4460 Model which was viewed. 7d979005-d4fd-4d90-be94-2ed6f25dbbcd Model Model false 0 2000 4370 58 20 2029 4380 Mesh of deformed structure. f859fcf6-6f20-4040-a79a-64e5b000bea8 Deformed Mesh DefMesh false 0 2000 4390 58 20 2029 4400 Axes of deformed structure (if enabled - see 'Elements' checkbox). 58799145-80fa-498d-bee3-f630b6fe2860 Deformed Axes DefAxes false 0 2000 4410 58 20 2029 4420 Deformed Model with nodal displacements as displayed. To save computational resources, the output is created only in case the output-plug in connected to another component. Connect the output-plug and reevaluate the ModelView-component to get the expected output. 80a40295-eeba-4e69-9f45-31c1bf54dc12 Deformed Model DefModel false 0 2000 4430 58 20 2029 4440 Maximum displacement [in] of the displayed model parts. The setting of the 'defDir'-input is considered. 2f8e069a-7c86-447d-8761-b8e36d8a0232 Maximum Deformation DefMax false 0 2000 4450 58 20 2029 4460 7df6c840-2443-4ab5-99f5-b67ad3482bb7 06126871-6c90-44c6-8d4e-8b68cc178608 Beam View (Karamba3D) Lets you set the display properties of beams and trusses. Plug it into the definition after a ModelView-component so that you can fine-tune the model display with it. false -1 09ff9b63-f010-423e-ab92-be46e0060e3d Beam View (Karamba3D) BeamView 2684.5 4129 133 152 2742 4181 false false false 0.5 1 0 2 0.5 1 0 2 false false false false false false false 20 false true false false false false false false false false false false false false false false false false false false false 2 30 1 0 4 10 1 0 Model to be viewed. abd916be-deb0-4734-8613-613eaeacd3ba Model Model false 2e7ca25c-d072-4236-94d2-5851db6f0c8a 1 2686.5 4131 40.5 100 2707 4181 Viewed model. c7001159-89a3-465f-bc29-7a47cb35d4e5 Model Model false 0 2757 4131 58.5 20 2785 4141 Mesh of rendered structure: one mesh per shell or beam to keep the list order. The placeholder meshes for shells are 'Null Meshes'. 94a7009a-0a7f-4361-8d66-00b70c196e3b Meshes of Rendered Beams Mesh false 0 2757 4151 58.5 20 2785 4161 Lines of sectional forces distribution (if enabled). e2a061a5-0338-4bd9-a74d-f764041f564a Deformed Beam Axes Curves false 0 2757 4171 58.5 20 2785 4181 Colours of legend. 49e3f826-bf55-4348-b947-e2baabede9d5 Legend Colours Legend C false 0 2757 4191 58.5 20 2785 4201 Tags of legend. df04dcc5-ce5d-4b3f-85a9-4e5ecde6bb48 Legend Tags Legend T false 0 2757 4211 58.5 20 2785 4221 27efe29a-34d5-4de3-a6ea-fca25df8766f 06126871-6c90-44c6-8d4e-8b68cc178608 Utilization of Elements (Karamba3D) Returns the utilization of beams for the given load case combination according to Eurocode 3 (EN 1993-1-1) annex B. '1' means 100%. The index of the tree branch corresponds to the element index. false true 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 103a6bc2-984e-4dfe-8eb1-b12587b0d374 Utilization of Elements (Karamba3D) Beams 2155 4236 146 312 2234 4368 Model with calculated displacements. b6e999c4-c58d-43c5-80f8-5f38ba043fda Analysed Model Model false eb8e9d40-4529-4baa-a3ac-1f6e66bbbb50 1 2157 4238 62 28 2189.5 4252.4443 1 Elements or identifiers of elements for which to retrieve utilization values. By default, all elements are included. 0ca8bc6c-7f02-4206-b5fc-ca23413ae757 Elements|Identifiers Elems|Ids true 0 2157 4266 62 29 2189.5 4281.333 Name or index of the load case combination for which to retrieve results. If no input is provided, the results for the default load case are retrieved. The default load case is either the one selected by the nearest upstream component or the first active load case if no load case selection has been made. If you're unsure about the current default load case, you can connect the model to a panel, which will display the relevant information. 8e2d986a-96bc-46ab-b264-8f9d7441758f Load Case Combination LCase true 0 2157 4295 62 29 2189.5 4310.222 Model from which utilization values were retrieved. 0c13f823-5522-48ff-8f24-547221d02b59 Model Model false 0 2249 4238 50 20 2274 4248 Beams 2 Beams 6 0 Number of sample points where cross section forces and resistance are compared for cross section design. b0bbc00a-6696-47e4-a2cd-7731676e79c1 Number of Sample Points NSamples true 0 2157 4324 62 29 2189.5 4339.111 1 1 {0} 3 If 'True': elastic cross section design utilization; false: plastic cross section design utilization for beams. Default: true. b4b8758f-6d60-4652-a360-88c0e8cccecf Elastic Design Elast true 0 2157 4353 62 29 2189.5 4368 1 1 {0} true Material safety factor in case that buckling does not lead to failure. 3086c7a5-e624-43df-8b13-63abef9608db GammaM0 GammaM0 true 0 2157 4382 62 29 2189.5 4396.8887 1 1 {0} 1 Material safety factor in case that buckling leads to failure. dd7f2c53-8852-47c9-a227-b6df9624628a GammaM1 GammaM1 true 0 2157 4411 62 29 2189.5 4425.778 1 1 {0} 1.1 If 'True': buckling involves sideways sway of the structure. dbbd4e1e-d41a-421b-9d23-9e151f85a277 SwayFrame SwayFrame true 0 2157 4440 62 29 2189.5 4454.6665 1 1 {0} true If input is 1 (=true) details regarding intermediate results are output at 'Details' as strings; if 2 Json-strings are output. f97f5825-027e-45d0-aaa2-d19f54678cfe With details? Details? true 0 2157 4469 62 29 2189.5 4483.5557 1 1 {0} false 12 0 Utilization [] of the selected elements in the given load case combination. The index of the branch is the element index. Data-structure: element/utilization(s). 50188dc9-2c59-4b51-955c-211893a2c914 Utilization Util false 0 2249 4258 50 20 2274 4268 Maximum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. 9950bf09-a4be-4f94-afef-b9cc401328cc sig-max [ksi] sig-max false 0 2249 4278 50 20 2274 4288 Minimum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. e7d60cb4-f4ad-4895-9616-a289e635c15e sig-min [ksi] sig-min false 0 2249 4298 50 20 2274 4308 Maximum absolute shear stress [ksi] including torsion and shear in local Y- or Z-direction. 860044eb-28e7-4a19-8811-44cc5e4ac9d8 tau-max [ksi] tau-max false 0 2249 4318 50 20 2274 4328 Contribution of axial force to the total utilization. b7e7cb9d-ab0a-45cc-9d0f-c971b59e9da1 Util-N Util-N false 0 2249 4338 50 20 2274 4348 Ratio between governing and ultimate shear force in Y-direction. 2cb38b8a-6cd0-40bd-9c91-bc5b5e208017 Util-Vy Util-Vy false 0 2249 4358 50 20 2274 4368 Ratio between governing and ultimate shear force in Z-direction. 46dad1fb-01a8-4634-b618-cf8fc353dd6f Util-Vz Util-Vz false 0 2249 4378 50 20 2274 4388 Ratio between governing and ultimate torsional moment. c290be43-5a1e-47e5-8b10-8d569d6af52e Util-Mt Util-Mt false 0 2249 4398 50 20 2274 4408 Contribution of bending moment about to local Y-axis to the total utilization. 98445219-b5c2-4fc6-9bbc-2f6ca25f35c5 Util-My Util-My false 0 2249 4418 50 20 2274 4428 Contribution of bending moment about to local Z-axis to the total utilization. c099f20d-1ed3-4249-854c-bd9b7a3201d6 Util-Mz Util-Mz false 0 2249 4438 50 20 2274 4448 Index of the governing load case for maximum and/or minimum utilization. 27fbcfff-4daa-45a3-954a-c24ad6a53269 Load Case Index LCInd false 0 2249 4458 50 20 2274 4468 Intermediate values of the design calculations. 39e4c9d2-9ee2-44c3-9b5e-793180a60936 Details Details false 0 2249 4478 50 20 2274 4488 Shells 0 0 2 0 Utilization [] of the selected elements in the given load case combination. The index of the branch is the element index. Data-structure: element/sub-element(face)/utilization(s). b7394140-bca1-40ea-a9f5-e89052174cce Utilization Util false 0 0 0 150 20 Index of the governing load case for maximum and/or minimum utilization. ab47d334-f967-42ed-ba69-18af5a758476 Load Case Index LCInd false 0 0 0 150 20 38febbbb-7ebc-43da-8c6f-d48b5ec46845 06126871-6c90-44c6-8d4e-8b68cc178608 Beam Displacements (Karamba3D) Returns displacements along beams at specified locations: translations/rotations in global x-, y-, and z-direction; rotations about global x-, y- and z-axis. true 32dd4b55-a0f0-47ac-bb29-4ea8b7958693 Beam Displacements (Karamba3D) BeamDisp 1913 4246 130 84 1985 4288 Model with calculated displacements. 81c181fe-9c6e-4660-9a71-d8334ce93328 Analysed Model Model false eb8e9d40-4529-4baa-a3ac-1f6e66bbbb50 1 1915 4248 55 20 1944 4258 1 Beams or identifiers of beams for which to retrieve results. By default, all elements are included. ae45180f-48ff-434c-b7a0-170028e4644e Beams|Identifiers Beams|Ids true 0 1915 4268 55 20 1944 4278 Load case selection for which to retrieve results. Provide a string of the following form: 'LoadCaseCombinationName/SelectionCriterion1/SelectionCriterion2/...'. This string can be produced via the LoadCaseSelector-component. If no input is provided, the results for the default load case are retrieved. The default load case is either the one selected by the nearest upstream component or the first active load case if no load case selection has been made. If you're unsure about the current default load case, you can connect the model to a panel, which will display the relevant information. 08c38408-e294-405c-91fe-2a6ca6af12a0 Load Case LCase true 0 1915 4288 55 20 1944 4298 1 Parameter values 0<t<1 at which to retrieve displacements along the beam. 2324a29c-82e0-4c87-8636-a0faa2a19aaf ts ts true 0 1915 4308 55 20 1944 4318 1 2 {0} 0 1 Model from which displacements were retrieved. a7a86f1a-9eb2-409e-a425-41c137c64ea3 Model Model false 0 2000 4248 41 20 2020.5 4258 Translations (t) in global x-, y-, and z-direction [ft] for load-cases Path structure: Element index/Position along element/Load case.. 3f9d03f8-d384-47fc-a5a3-60c0c011d905 Translations [ft] Trans false 0 2000 4268 41 20 2020.5 4278 Rotations (r) about global x-, y-, and z-direction [rad] for load-cases Path structure: Element index/Position along element/Load case.. e549ecee-37ec-490e-ab34-29110baa566b Rotations [rad] Rot false 0 2000 4288 41 20 2020.5 4298 Index of the governing load case within the load case combination. '-1' results in case of no single load case governs the result (e.g., in case of an envelope). a165d1c2-98f0-40f3-adc9-591f510464c7 Load Case Index LCInd false 0 2000 4308 41 20 2020.5 4318 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 4e606724-a2e3-41c8-88f8-328ab15d3e9c Panel V4_UtilPanel_optimized false 0 50188dc9-2c59-4b51-955c-211893a2c914 1 Double click to edit panel content… 2410 4348 160 175 0 0 0 2410.7747 4348.374 255;255;250;90 true true true false false true 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 3367d2c5-0f78-4d76-9561-ac0046f59c93 Panel V4_DispPanel_optimized false 0 6d2f7a20-8e31-4b32-a79d-debbf4de36e1 1 Double click to edit panel content… 2410 4530 160 64 0 0 0 2410.7048 4530.329 255;255;250;90 true true true false false true 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 4c49a37d-2d28-4cc3-883a-c89e317cd0c4 Panel V4_OptInfoPanel false 0 cd4e9972-fbf5-42bb-befc-3c0921c19eb7 1 Double click to edit panel content… 2631 4327 160 176 0 0 0 2631.2727 4327.2344 255;255;250;90 true true true false false true 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 81459cbb-b266-464c-a0dc-a9d0c983f23d Panel V4_OptMassPanel false 0 7e029af1-fead-44cf-99e7-05a4fffa7319 1 Double click to edit panel content… 2623 4516 160 100 0 0 0 2623.7083 4516.802 255;255;250;90 true true true false false true c655f04e-4b4b-4d4e-a5b1-5d3eccafff73 06126871-6c90-44c6-8d4e-8b68cc178608 Optimize Cross Section (Karamba3D) Selects optimum cross sections for beams and shells in the model using EC3. false true 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 7d436af7-d0eb-4b85-b6c7-2e8a11e52e81 Optimize Cross Section (Karamba3D) OptiCroSec 1487 4286 171 180 1566 4368 Model for which to optimize the cross sections. 110c582f-9123-484f-9b48-6b516cc1caa5 Model Model false 56b912b1-701d-491e-a80b-f117963edd9c 1 1489 4288 62 20 1521.5 4298 1 List of identifiers of single elements that take part in cross section design. By default, the whole structure is included. 619442da-eeeb-48eb-b727-8e9503072108 Elem Identifiers ElemIds true 0 1489 4308 62 20 1521.5 4318 1 List of identifiers of groups of elements that take part in cross section design and shall have uniform cross section. You can use the names of element sets and regular expressions for defining groups. ac224a30-21b4-4375-9857-3963c7c11e94 Group Identifiers GroupIds true 0 1489 4328 62 20 1521.5 4338 1 1 {0} false V4_OptBeam 1 List of cross sections for the optimization.Make sure that the more preferable (lighter) profiles come first in the list. Search for sufficient cross section starts at the beginning of the list and ends as soon as a sufficient cross section is found. The elements you want to optimize must have an initial cross section whose family attribute matches that of the cross sections in the list you want to use for optimization. Since Karamba3D 1.3.0 materials are connected directly to the cross sections and not to the elements. Therefore, make sure that the provided cross section have the correct materials attached to them. 0b214c15-b8af-4bef-9d95-02ea244f8a66 Cross sections CroSecs false f877d034-dccc-4dc1-96e0-8d3404332702 1 1489 4348 62 20 1521.5 4358 Target value of the element utilization. '1.0' means full utilization. If negative no limit exists. 907541f8-779f-45c5-baa2-fecc41e9e6fa Maximum utilization MaxUtil true 2dd08fb4-4f01-48e3-8a47-31351752ea29 1 1489 4368 62 20 1521.5 4378 1 Names of load case combinations used for checking the maximum utilization. If no names are supplied all load case combinations and load cases of the model get selected. c50116b8-690e-4e50-a343-a86f77f1ec02 Load Cases Util LCasesUtil true 0 1489 4388 62 20 1521.5 4398 1 Maximum admissible displacement [in] for all load cases. If negative no limit exists. If given as a vector, the absolute displacement in the direction of the vector shall be smaller than its given length. If given a plane, the absolute value of the displacement in the plane shall be smaller than the distance of the plane's origin from the global coordinate origin. 8be20b04-86cd-44eb-b07f-057c605db923 Maximum Displacement [in] MaxDisp true 0 1489 4408 62 20 1521.5 4418 1 1 {0} Grasshopper.Kernel.Types.GH_Number -1 1 Names of load case combinations used for checking the maximum displacement. If no names are supplied, the load cases selected for checking maximum utilisation get designed towards maximum displacement. 2999fdbe-205b-498d-97c6-c696bdce1746 Load Cases Disp LCasesDisp true 0 1489 4428 62 20 1521.5 4438 Model with optimized cross sections. 93b7a6e0-24c4-45d9-9f1b-f08a2ab287a1 Optimized Model Model false 0 1581 4288 75 22 1618.5 4299.4287 Information regarding the cross-section design process. cd4e9972-fbf5-42bb-befc-3c0921c19eb7 Info Info false 0 1581 4310 75 23 1618.5 4322.2856 Mass of structure in [lbm]. 7e029af1-fead-44cf-99e7-05a4fffa7319 Mass [lbm] Mass false 0 1581 4333 75 23 1618.5 4345.143 Maximum displacement [in] of each load-case of the model at endpoints and mid-points of elements. 6d2f7a20-8e31-4b32-a79d-debbf4de36e1 Maximum Displacement [in] MaxDisp false 0 1581 4356 75 23 1618.5 4368 Change of the internal elastic energy [kip.ft] of each load-cases of the model computed as the scalar product of external nodal loads and nodal displacements. 70f097f9-201d-4da2-b853-f0dfe3c3eb0d Elastic Energy Change [kip.ft] DEnergy false 0 1581 4379 75 23 1618.5 4390.8574 List of indexes of elements with insufficient cross section for maximum utilization design at Ultimate Limit State (ULS). In case of shells the notation is 'ElementIndex/FaceIndex'. de11b4bf-eb70-4939-9a48-6e49659723e1 Maximum Utilization View Insufficient Cross Sections MaxUtilView false 0 1581 4402 75 23 1618.5 4413.7144 List of indexes of elements which reach the maximum cross section for displacement design at the Serviceability Limit State (SLS). In case of shells the notation is 'ElementIndex/FaceIndex'. 3e19faf0-223b-44cb-a2ae-405484d81746 Maximum Displacement View Limit Cross Sections MaxDispView false 0 1581 4425 75 23 1618.5 4436.572 Optimize Cross Section 1 Optimize Cross Section 11 0 Maximum admissible virtual work [kip.in] for all load cases under displacement control when superimposed with virtual load states. e164057c-f62a-4f6f-b309-ee9581235be8 Maximum Virtual Work [kip.in] MaxWork true 0 1489 4457 5 0 1521.5 4457 1 1 {0} 0.01 1 Names of load case combinations used for controlling displacements via virtual forces. The cross sections get optimized towards unit virtual work under the combination of virtual loads and maximum displacement load cases. c2f7ae6f-41f2-4210-ac24-f0477cafc973 Load Cases Virtual LCasesVirt true 0 1489 4457 5 0 1521.5 4457 Maximum number of iterations to be used for the ultimate limit state (ULS) cross section optimization. Cross section optimization as implemented here is an iterative process. If stopped prematurely results do not converge and may be incorrect. 743a5af4-003f-4802-b7b7-8b4b57a33d05 Number of Utilization Iterations Util Iter true 0 1489 4457 5 0 1521.5 4457 1 1 {0} 5 Maximum number of iterations to be used for the cross-section optimization with respect to the maximum admissible displacement (SLS). Cross section optimization as implemented here is an iterative process. If stopped prematurely results do not converge and may be incorrect. 78a3fbae-5781-495b-bd71-fb747c01a482 Number of Displacement Iterations Disp Iter true 0 1489 4457 5 0 1521.5 4457 1 1 {0} 5 Number of increments of the distribution of internal forces within each displacement design iteration. Since each increment entails updates of the system-stiffness this is computationally costly. The higher the number of increments within the design iterations the more statically determinate the resulting structure. 2572298a-85f4-442a-b81c-77b5f89ff448 Number of Displacement Increments per Iteration Disp Inc true 0 1489 4457 5 0 1521.5 4457 1 1 {0} 2 Tolerance for achieving the given maximum displacement. The factor multiplied with the maximum displacement target value gives the maximum allowable deviation for displacement values smaller than the target. The tolerance also applies to virtual load targets. f5092215-9a6d-49a7-974b-4569c8443807 Displacement Tolerance DispTol true 0 1489 4457 5 0 1521.5 4457 1 1 {0} 0.01 Number of sample points where cross section forces and resistance are compared for cross section design. cc5381ed-2b40-4026-aed6-72764ef1a7b5 Number of Sample Points NSamples true 0 1489 4457 5 0 1521.5 4457 1 1 {0} 3 If 'True': elastic cross section design; false: plastic cross section design. Default: true. 7973cd4f-e9cb-4b66-bd17-459f6d35cfbb Elastic Design Elast true 0 1489 4457 5 0 1521.5 4457 1 1 {0} true Material safety factor in case that buckling does not lead to failure. 5af390da-3b67-4463-9d33-bd758ed2a757 GammaM0 GammaM0 true 0 1489 4457 5 0 1521.5 4457 1 1 {0} 1 Material safety factor in case that buckling leads to failure. 85d919ad-1456-4281-9959-28312fa4e11c GammaM1 GammaM1 true 0 1489 4457 5 0 1521.5 4457 1 1 {0} 1.1 'True' if buckling involves sideways sway of the structure. 953a2574-bf34-4cef-bc53-102d2d684e88 SwayFrame SwayFrame true 0 1489 4457 5 0 1521.5 4457 1 1 {0} true 0 0 false f66012c9-4f86-4720-8b2a-e290ed630260 06126871-6c90-44c6-8d4e-8b68cc178608 Material Properties (Karamba3D) Defines the mechanic properties of an isotropic material. false true 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 f5f8ced1-4fee-458f-abd2-abe8c973c067 Material Properties (Karamba3D) Isotrop 1004 1661 107 292 1065 1783 Family of the material. Can be 'steel', 'aluminium', 'wood' or 'concrete'. a8f65bd6-87d0-424a-a30b-0e8ce826fae2 Family of material Family true 0 1006 1663 44 20 1029.5 1673 1 1 {0} false wood Name of the material. 68f60ed0-ad54-4136-946d-2f0b66a9e9c5 Name Name true 0 1006 1683 44 20 1029.5 1693 1 1 {0} false Glulam GL24h Identifier of beam or beam with identifier to attach the material to. ccbc3fca-a81f-4e92-addf-7eb0fd1d4b35 Element|Identifier Elem|Id true 0 1006 1703 44 20 1029.5 1713 Colour of the material. d7ebc7e5-27c4-4579-afae-1ad4fd890b35 Colour Colour true 0 1006 1723 44 20 1029.5 1733 Material of an element. 233104d4-d795-49f9-bd53-8f4bdb8c8184 Material Mat false 0 1080 1663 29 240 1094.5 1783 Isotrop 2 Isotrop 8 0 Young's Modulus [psi] of the material. 2c93f28a-2365-4092-8ec7-9c590a87f46d Young's Modulus [psi] E true 65977540-1fa4-4960-bacd-dee7dce7b3cb 1 1006 1743 44 20 1029.5 1753 In-plane shear modulus [psi] of the material. c85c72ec-e84e-46dd-ae93-9b4798c33287 In-plane Shear Modulus [psi] G12 true 0 1006 1763 44 20 1029.5 1773 1 1 {0} 640000 Transverse shear modulus [psi] of the material. f70337e2-b7ef-4d40-b3a9-3160e89a04de Transverse Shear Modulus [psi] G3 true 0 1006 1783 44 20 1029.5 1793 1 1 {0} 640000 Specific weight [lbf/ft³] of material. 0c8313ff-91db-4402-8c55-41596d9a6170 Specific Weight [lbf/ft³] gamma true 0 1006 1803 44 20 1029.5 1813 1 1 {0} 32 Coefficient of thermal expansion [1/℉] of the material. a55f0a65-3fb6-461a-9003-481326012e83 Coefficient of Thermal Expansion [1/℉] alphaT true 0 1006 1823 44 20 1029.5 1833 1 1 {0} 3.3E-06 Tensile strength [psi] of the material. Tensile stresses are positive. f12fc7cc-497b-4576-a10d-33eb29803e8d Tensile Strength [psi] ft true 235a0364-08ea-4abb-bab3-927fd1a1516a 1 1006 1843 44 20 1029.5 1853 Compressive strength [psi] of the material. Compressive stresses are negative. 4d8b22b9-0081-46e3-9b24-d5c05a2a4cc7 Compressive Strength [psi] fc true b39e2ca4-6a0c-4206-b819-5e68c38ba865 1 1006 1863 44 20 1029.5 1873 Name of strength hypothesis to applied for assessing a material's utilization in a bi-axial stress state. Can be the following: 'Mises', 'Tresca' or 'Rankine'. Add a ValueList-component for easy selection or use 'Expand ValueLists' from the component's context menu. cf701e17-f35d-452a-b2bb-270b4623f9f8 Strength Hypothesis S-Hypo false 0 1006 1883 44 20 1029.5 1893 1 1 {0} false MISES 0 0 Orthotropic 16 0 Young's Modulus [psi] in the first material direction. 3ddc931c-14d1-4ef8-b578-ace4cca76466 Young's Modulus [psi] Dir1 E1 true 0 0 0 150 20 1 1 {0} 21000 Young's Modulus [psi] in the second material direction. 6b105f7f-db32-4e6f-afda-c99a7bb398df Young's Modulus [psi] Dir2 E2 true 0 0 0 150 20 1 1 {0} 21000 In-plane shear modulus [psi] in the first material direction. f3b6b846-3da1-4e61-bae1-cbe0262c3254 In-plane Shear Modulus [psi] G12 true 0 0 0 150 20 1 1 {0} 8076 In-plane lateral contraction coefficient. In case nue12==-1 (the default) the approximate formula of Huber is applied to calculate nue12 from E1, E2 and G12. See HUBER M.T.: The theory of crosswise reinforced ferro-concrete slabs and its application to various constructional problems involving rectangular slabs, Der Bauingenieur, 1923, 4(12), 354-360 and 4(13), 392-395. 2e39fd92-e167-458d-bddc-7a40eec3bc6e In-plane Lateral Contraction Coefficient nue12 true 0 0 0 150 20 1 1 {0} -1 Transverse shear modulus [psi] of the material in the section perpendicular to the first material direction. 55b4b961-3847-4247-ba63-1260e9fe2cce Transverse Shear Modulus [psi] Dir1 G31 true 0 0 0 150 20 1 1 {0} 8076 Transverse shear modulus [psi] of the material in the section perpendicular to the second material direction. 1bb23a86-ecac-4e94-8eeb-dcf370b73fb4 Transverse Shear Modulus [psi] Dir2 G32 true 0 0 0 150 20 1 1 {0} 8076 Specific weight [lbf/ft³] of material. 8f13ec6d-755c-488e-adb5-a6367d4669c1 Specific Weight [lbf/ft³] gamma true 0 0 0 150 20 1 1 {0} 78.5 Coefficient of thermal expansion [1/℉] in the first material direction. 0b7e666e-9e9c-4f1c-9401-1f32cadd5ed1 Coefficient of Thermal Expansion [1/℉] Dir1 alphaT1 true 0 0 0 150 20 1 1 {0} 1.2E-05 Coefficient of thermal expansion [1/℉] in the second material direction. b1b850a1-33aa-4ca9-b458-67cc9861cd61 Coefficient of Thermal Expansion [1/℉] Dir2 alphaT2 true 0 0 0 150 20 1 1 {0} 1.2E-05 Tensile strength [psi] in the first material direction. Tensile stresses are positive. a506e6dc-bede-4c2c-992d-e2fd5d404848 Tensile Strength [psi] Dir1 ft1 true 0 0 0 150 20 1 1 {0} 23.5 Tensile strength [psi] in the second material direction. Tensile stresses are positive. 06ca2120-cbce-4987-a242-fde64163193c Tensile Strength [psi] Dir2 ft2 true 0 0 0 150 20 1 1 {0} 23.5 Compressive strength [psi] in the first material direction. Compressive stresses are negative. 10768b4d-6ba1-46ab-9862-87a1f2c06ab6 Compressive Strength [psi] Dir1 fc1 true 0 0 0 150 20 1 1 {0} -23.5 Compressive strength [psi] in the second material direction. Compressive stresses are negative. 134a6ca9-5812-4f10-9a58-c90ddc98f716 Compressive Strength [psi] Dir2 fc2 true 0 0 0 150 20 1 1 {0} -23.5 Shear strength [psi] between directions 1 and 2. efabeb4b-ed85-4e6e-81e9-566244e5592d Shear Strength [psi] Dir1/2 t12 true 0 0 0 150 20 1 1 {0} 13.6 The Tsai-Wu interaction coefficient. 8e648dc6-d746-4748-80b6-09be61a3014a Tsai-Wu Int.Coeff. f12 true 0 0 0 150 20 1 1 {0} 0 Name of strength hypothesis to applied for assessing a material's utilization in a bi-axial stress state. Can be the following: 'Mises', 'Tresca', 'Rankine' or 'TsaiWu'. Add a ValueList-component for easy selection or use 'Expand ValueLists' from the component's context menu. cee64357-adb8-491f-9263-cb55ea8bd417 Strength Hypothesis S-Hypo true 0 0 0 150 20 1 1 {0} false MISES 0 0 f66012c9-4f86-4720-8b2a-e290ed630260 06126871-6c90-44c6-8d4e-8b68cc178608 Material Properties (Karamba3D) Defines the mechanic properties of an isotropic material. false true 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 0130cae5-c7a0-4377-82dd-e91b680f4cc8 Material Properties (Karamba3D) Isotrop 1782 963 107 292 1843 1085 Family of the material. Can be 'steel', 'aluminium', 'wood' or 'concrete'. 34d2d533-2f41-471b-934a-621f9b541d24 Family of material Family true 0 1784 965 44 20 1807.5 975 1 1 {0} false steel Name of the material. 43816791-de07-425f-8e26-f76376703301 Name Name true 0 1784 985 44 20 1807.5 995 1 1 {0} false Steel A992 Identifier of beam or beam with identifier to attach the material to. 607176a2-0af9-40a0-8c25-6d6badc1e8ba Element|Identifier Elem|Id true 0 1784 1005 44 20 1807.5 1015 Colour of the material. 8a16682d-7a2d-422e-91f4-656ac2189201 Colour Colour true 0 1784 1025 44 20 1807.5 1035 Material of an element. 8fa5e003-82fc-4e1f-a678-eee45583a594 Material Mat false 0 1858 965 29 240 1872.5 1085 Isotrop 2 Isotrop 8 0 Young's Modulus [psi] of the material. 069c326b-ca0b-4cbb-8218-2cc567fa56fd Young's Modulus [psi] E true 3cba9045-f31f-4463-b0ee-8b9eeaf6d0d6 1 1784 1045 44 20 1807.5 1055 In-plane shear modulus [psi] of the material. 3eeb17bf-e4aa-44e6-bc1c-0a6651275554 In-plane Shear Modulus [psi] G12 true 0 1784 1065 44 20 1807.5 1075 1 1 {0} 11200000 Transverse shear modulus [psi] of the material. 006eb412-cbde-4833-80d2-b049640c32c6 Transverse Shear Modulus [psi] G3 true 0 1784 1085 44 20 1807.5 1095 1 1 {0} 11200000 Specific weight [lbf/ft³] of material. ef60070c-97b6-47fc-850d-7e79336b093d Specific Weight [lbf/ft³] gamma true 0 1784 1105 44 20 1807.5 1115 1 1 {0} 490 Coefficient of thermal expansion [1/℉] of the material. 73a880a3-1e1e-420d-9951-78c06d7624a6 Coefficient of Thermal Expansion [1/℉] alphaT true 0 1784 1125 44 20 1807.5 1135 1 1 {0} 6.5E-06 Tensile strength [psi] of the material. Tensile stresses are positive. 6f5da0e8-0d4d-4fd2-9355-d6155eb3ce3a Tensile Strength [psi] ft true 6fce0d89-3439-4ea0-8f11-4d91df330970 1 1784 1145 44 20 1807.5 1155 Compressive strength [psi] of the material. Compressive stresses are negative. f7b9f5fd-0ec6-4014-a63c-70872b5f1c29 Compressive Strength [psi] fc true 9fe42098-7f42-4589-85c2-bdf1e5f3932e 1 1784 1165 44 20 1807.5 1175 Name of strength hypothesis to applied for assessing a material's utilization in a bi-axial stress state. Can be the following: 'Mises', 'Tresca' or 'Rankine'. Add a ValueList-component for easy selection or use 'Expand ValueLists' from the component's context menu. dbcfddf1-9b41-40ea-a204-6c59cc3c0c84 Strength Hypothesis S-Hypo false 0 1784 1185 44 20 1807.5 1195 1 1 {0} false MISES 0 0 Orthotropic 16 0 Young's Modulus [psi] in the first material direction. fe071a21-4619-4256-956c-811bfdd60bf0 Young's Modulus [psi] Dir1 E1 true 0 0 0 150 20 1 1 {0} 21000 Young's Modulus [psi] in the second material direction. 27a42153-d7c2-4144-b36b-48d110665107 Young's Modulus [psi] Dir2 E2 true 0 0 0 150 20 1 1 {0} 21000 In-plane shear modulus [psi] in the first material direction. 59df0e7e-de2d-40f7-ae11-1dbd18809c66 In-plane Shear Modulus [psi] G12 true 0 0 0 150 20 1 1 {0} 8076 In-plane lateral contraction coefficient. In case nue12==-1 (the default) the approximate formula of Huber is applied to calculate nue12 from E1, E2 and G12. See HUBER M.T.: The theory of crosswise reinforced ferro-concrete slabs and its application to various constructional problems involving rectangular slabs, Der Bauingenieur, 1923, 4(12), 354-360 and 4(13), 392-395. be42ea00-815d-4478-8bfc-c14d07f2eaa9 In-plane Lateral Contraction Coefficient nue12 true 0 0 0 150 20 1 1 {0} -1 Transverse shear modulus [psi] of the material in the section perpendicular to the first material direction. 3e1a89e5-6b01-4766-b1a0-7d83bc25628b Transverse Shear Modulus [psi] Dir1 G31 true 0 0 0 150 20 1 1 {0} 8076 Transverse shear modulus [psi] of the material in the section perpendicular to the second material direction. 804ef507-1e31-444e-9511-dcdfff8fe0df Transverse Shear Modulus [psi] Dir2 G32 true 0 0 0 150 20 1 1 {0} 8076 Specific weight [lbf/ft³] of material. d0bdcce2-a330-4d1b-a80a-517e351aa16d Specific Weight [lbf/ft³] gamma true 0 0 0 150 20 1 1 {0} 78.5 Coefficient of thermal expansion [1/℉] in the first material direction. c80f8883-f575-458a-801f-676efa1b32bc Coefficient of Thermal Expansion [1/℉] Dir1 alphaT1 true 0 0 0 150 20 1 1 {0} 1.2E-05 Coefficient of thermal expansion [1/℉] in the second material direction. e24b17c7-4ea7-475d-949a-fb12c8b1132f Coefficient of Thermal Expansion [1/℉] Dir2 alphaT2 true 0 0 0 150 20 1 1 {0} 1.2E-05 Tensile strength [psi] in the first material direction. Tensile stresses are positive. 6dd31544-d256-4adf-8add-02c1afb52d5b Tensile Strength [psi] Dir1 ft1 true 0 0 0 150 20 1 1 {0} 23.5 Tensile strength [psi] in the second material direction. Tensile stresses are positive. c6b5187e-041f-405a-bec0-ba78022ead3c Tensile Strength [psi] Dir2 ft2 true 0 0 0 150 20 1 1 {0} 23.5 Compressive strength [psi] in the first material direction. Compressive stresses are negative. c490b903-ac17-4608-9f7d-49bd0ed8c486 Compressive Strength [psi] Dir1 fc1 true 0 0 0 150 20 1 1 {0} -23.5 Compressive strength [psi] in the second material direction. Compressive stresses are negative. b3141dcb-26fe-4f38-a217-c277faa05249 Compressive Strength [psi] Dir2 fc2 true 0 0 0 150 20 1 1 {0} -23.5 Shear strength [psi] between directions 1 and 2. 3ea2ed70-d929-4a83-ad9a-70fa83c7d8a8 Shear Strength [psi] Dir1/2 t12 true 0 0 0 150 20 1 1 {0} 13.6 The Tsai-Wu interaction coefficient. 97d2474e-b1a3-4eab-a724-81efd17df504 Tsai-Wu Int.Coeff. f12 true 0 0 0 150 20 1 1 {0} 0 Name of strength hypothesis to applied for assessing a material's utilization in a bi-axial stress state. Can be the following: 'Mises', 'Tresca', 'Rankine' or 'TsaiWu'. Add a ValueList-component for easy selection or use 'Expand ValueLists' from the component's context menu. 8b577fff-69ed-4011-9f3c-a46afa15995a Strength Hypothesis S-Hypo true 0 0 0 150 20 1 1 {0} false MISES 0 0 f66012c9-4f86-4720-8b2a-e290ed630260 06126871-6c90-44c6-8d4e-8b68cc178608 Material Properties (Karamba3D) Defines the mechanic properties of an isotropic material. false true iVBORw0KGgoAAAANSUhEUgAAABgAAAAYCAYAAADgdz34AAAAAXNSR0IArs4c6QAAAARnQU1BAACxjwv8YQUAAAAJcEhZcwAACxIAAAsSAdLdfvwAAAAZdEVYdFNvZnR3YXJlAEFkb2JlIEltYWdlUmVhZHlxyWU8AAADJ0lEQVRIS62UaYiNURjHf++RQS5jaywNI2owBllm3FnMDBNlyRJSUsoHshSKZEvzSSJL+MBYkvKFiKwjZBlLQ0ajkIkPlvHBdodicO+j59z3nbn3nVeEU/+67z3n/H/Pec55HkSEPxHgAClAdyAXKAVGAr1dDQdy3N9tAWP3+Y2C5Jq3AFKBMOmL9zDs0mN6rz0CTAOmkjZjB6l5W4HpLqSV3ec380sjcSNvD2RYw5E1bygVIf9pPbDFKr82Qsnn72SsOgrkuetNM8OAyL20jADGA0vpt6vWAlR9yp6RdbAu4fuyu66HPYXfNACgkeTSp+wAvZafBg4z9OLHRsNEldRH7TwsBIosxG/qA2h6OgJjKXpbn2Q2tCJCaNBZYBdpM69S8umHBbTscp+UrifpULDZPgK/6S9OMIqid5FG88KX30jpprleAEwElpA241pSAHpPmiq/aQCgDTAQWEnPZU/t5pyqCLDWvcxMYBKw+98BHQqq7ea8J5+BdUCxC1lAaNA5Ozei8itdJj+gdU9NUV4z0wBAPEWdJxyxOfYiHFBe455iDSndjhF+9MX+n76oDtgPzLL14Dc1xjieHMfR4uoEjGPw8ZqmO3jV0HiS3Lsf7QV7cxpEqx777MOAzn7zUFIeS2NCcUTIuS1kblNDod9OPdopsg7Ei02Vuf2Flffdf2+FrXho5488WxcMmS8yd5PI+/qYNDQ0SFn5awmNuiNzVl4QhpwSx3Eqk4oNNgKr6bvxLMOvP0hqFz5AWDc8rxOZsl4kdbLI1qNRCzlTGZHxK94JhS8U8JCsQ1XWPL/2uVu5w9wL9xqgbXiBAG9cqY6D9CSxWEyi0agw+osYY+45jjMvoaOmu4+hnSttdMndNBGQMVvk4PkmkI4Nh0SKl4swJqqA28YYNdcqV2PtV1r1+uqsPN9AwIkbcYhKf+v48CkO0XljzC1jjKaj0TTxsSQqEOANPYVCNHJNl44EQNhvFqRAwLZjTRAPpBduU/Q/AGqkkXtR6whI0d8DfidjzM2/BWQbY8pdA40ySDqna7L9ZkFK+tBW4ULCv5GuCfnNgtTsj/+tn/X4MhOecxU9AAAAAElFTkSuQmCC 2bde8a72-f574-47d1-a46f-71519dea4906 Material Properties (Karamba3D) Isotrop 554 3139 107 292 615 3261 Family of the material. Can be 'steel', 'aluminium', 'wood' or 'concrete'. 76d37ff9-12be-42d5-b7be-05ad75fb8f37 Family of material Family true 0 556 3141 44 20 579.5 3151 1 1 {0} false concrete Name of the material. 06f678c5-78be-498b-907a-50daf6d48d12 Name Name true 0 556 3161 44 20 579.5 3171 1 1 {0} false Concrete C30 Identifier of beam or beam with identifier to attach the material to. 2d236edb-1469-4d9b-92dd-90859055dcad Element|Identifier Elem|Id true 0 556 3181 44 20 579.5 3191 Colour of the material. d63aeded-495d-4b02-809e-b968c81d586e Colour Colour true 0 556 3201 44 20 579.5 3211 Material of an element. 0b975669-003a-4651-99ec-b80d67b5235d Material Mat false 0 630 3141 29 240 644.5 3261 Isotrop 2 Isotrop 8 0 Young's Modulus [psi] of the material. 10b9fbf0-ba09-4922-8666-66c6029c4bb7 Young's Modulus [psi] E true d34bfeeb-71ce-434a-8b59-8582dcfca2fd 1 556 3221 44 20 579.5 3231 In-plane shear modulus [psi] of the material. a9e8d77f-90e9-4bea-a675-63cf6ada23cd In-plane Shear Modulus [psi] G12 true 0 556 3241 44 20 579.5 3251 1 1 {0} 1500000 Transverse shear modulus [psi] of the material. b8668560-11d1-4182-83ce-9f1a304016c6 Transverse Shear Modulus [psi] G3 true 0 556 3261 44 20 579.5 3271 1 1 {0} 1500000 Specific weight [lbf/ft³] of material. d2e950e6-8e30-4194-acd4-abf2a32125fd Specific Weight [lbf/ft³] gamma true 0 556 3281 44 20 579.5 3291 1 1 {0} 150 Coefficient of thermal expansion [1/℉] of the material. 0531acd8-9e1a-4a37-8d34-39f640260a5a Coefficient of Thermal Expansion [1/℉] alphaT true 0 556 3301 44 20 579.5 3311 1 1 {0} 5.5E-06 Tensile strength [psi] of the material. Tensile stresses are positive. cf901645-f1c9-453c-a40e-cd93f1a25e2f Tensile Strength [psi] ft true 498360e7-24a1-4a58-9179-794cacb20d94 1 556 3321 44 20 579.5 3331 Compressive strength [psi] of the material. Compressive stresses are negative. 9aafde62-c4df-4d02-9405-132af92d736b Compressive Strength [psi] fc true 299dbc58-e198-4e1c-a803-f11593616135 1 556 3341 44 20 579.5 3351 Name of strength hypothesis to applied for assessing a material's utilization in a bi-axial stress state. Can be the following: 'Mises', 'Tresca' or 'Rankine'. Add a ValueList-component for easy selection or use 'Expand ValueLists' from the component's context menu. e39bec25-90e5-4461-8d3f-84e2a63f6056 Strength Hypothesis S-Hypo false 0 556 3361 44 20 579.5 3371 1 1 {0} false MISES 0 0 Orthotropic 16 0 Young's Modulus [psi] in the first material direction. 5fd8fac0-49c9-4955-a0bc-c8a31543cabc Young's Modulus [psi] Dir1 E1 true 0 0 0 150 20 1 1 {0} 21000 Young's Modulus [psi] in the second material direction. 1c314972-8c96-4b05-8d2a-59048755bbec Young's Modulus [psi] Dir2 E2 true 0 0 0 150 20 1 1 {0} 21000 In-plane shear modulus [psi] in the first material direction. 7ff00b57-85fd-4b2f-bcd9-b25704745ba4 In-plane Shear Modulus [psi] G12 true 0 0 0 150 20 1 1 {0} 8076 In-plane lateral contraction coefficient. In case nue12==-1 (the default) the approximate formula of Huber is applied to calculate nue12 from E1, E2 and G12. See HUBER M.T.: The theory of crosswise reinforced ferro-concrete slabs and its application to various constructional problems involving rectangular slabs, Der Bauingenieur, 1923, 4(12), 354-360 and 4(13), 392-395. 924317c0-6b7f-4c67-813d-f21440edc424 In-plane Lateral Contraction Coefficient nue12 true 0 0 0 150 20 1 1 {0} -1 Transverse shear modulus [psi] of the material in the section perpendicular to the first material direction. afee89f4-7aec-4f57-8fb5-9cd0089c7907 Transverse Shear Modulus [psi] Dir1 G31 true 0 0 0 150 20 1 1 {0} 8076 Transverse shear modulus [psi] of the material in the section perpendicular to the second material direction. 37660d89-1efe-4321-9cac-d5baed75503c Transverse Shear Modulus [psi] Dir2 G32 true 0 0 0 150 20 1 1 {0} 8076 Specific weight [lbf/ft³] of material. 52c7c810-830d-488c-bfef-f9624c804565 Specific Weight [lbf/ft³] gamma true 0 0 0 150 20 1 1 {0} 78.5 Coefficient of thermal expansion [1/℉] in the first material direction. d2938a07-3447-49cd-93b1-ff567477a019 Coefficient of Thermal Expansion [1/℉] Dir1 alphaT1 true 0 0 0 150 20 1 1 {0} 1.2E-05 Coefficient of thermal expansion [1/℉] in the second material direction. acf1f814-0f17-4b28-bc58-eb79ab85ddb5 Coefficient of Thermal Expansion [1/℉] Dir2 alphaT2 true 0 0 0 150 20 1 1 {0} 1.2E-05 Tensile strength [psi] in the first material direction. Tensile stresses are positive. 127b8943-a6ad-4deb-99cd-0c3c4142a5b7 Tensile Strength [psi] Dir1 ft1 true 0 0 0 150 20 1 1 {0} 23.5 Tensile strength [psi] in the second material direction. Tensile stresses are positive. ac324a05-87f3-4899-9af7-9c8737b6c7a4 Tensile Strength [psi] Dir2 ft2 true 0 0 0 150 20 1 1 {0} 23.5 Compressive strength [psi] in the first material direction. Compressive stresses are negative. d810fddd-20ca-4215-851d-44f8f37823f0 Compressive Strength [psi] Dir1 fc1 true 0 0 0 150 20 1 1 {0} -23.5 Compressive strength [psi] in the second material direction. Compressive stresses are negative. 2f7c4b78-9d16-4600-8724-e398aae2776a Compressive Strength [psi] Dir2 fc2 true 0 0 0 150 20 1 1 {0} -23.5 Shear strength [psi] between directions 1 and 2. fb7187b9-1516-437f-9cde-9dd6df433c2f Shear Strength [psi] Dir1/2 t12 true 0 0 0 150 20 1 1 {0} 13.6 The Tsai-Wu interaction coefficient. 91015a4f-63cd-4524-8a90-e470b302fdc7 Tsai-Wu Int.Coeff. f12 true 0 0 0 150 20 1 1 {0} 0 Name of strength hypothesis to applied for assessing a material's utilization in a bi-axial stress state. Can be the following: 'Mises', 'Tresca', 'Rankine' or 'TsaiWu'. Add a ValueList-component for easy selection or use 'Expand ValueLists' from the component's context menu. fb6e26fe-5676-4396-9899-dcbdfe7a26b8 Strength Hypothesis S-Hypo true 0 0 0 150 20 1 1 {0} false MISES 0 0 f201e873-4df8-400f-9d75-92e1963ad371 06126871-6c90-44c6-8d4e-8b68cc178608 Cross-section (Karamba3D) Creates rectangular, trapezoid, and triangular hollow cross sections. false true 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 a7c006da-0e97-409f-afa7-82a13eefc5a7 Cross-section (Karamba3D) I-Section 1193 1637 153 312 1282 1769 Family name of cross-section defines a group of cross-sections for cross-section optimization. d8a4c4d2-7692-40ec-9aea-3985b3b0cbdb Family name of cross-section Family true 0 1195 1639 72 20 1232.5 1649 1 1 {0} false I-Beam The name serves to identify a cross-section uniquely upon selection from a list of cross-sections. f757a222-6f28-4e26-9d6b-c0b1ecaf0d58 Name of cross-section Name true 0 1195 1659 72 20 1232.5 1669 1 1 {0} false Timber I12x6 Identifier of beam or beam with identifier to attach cross-section to. 1b9c88ca-c1de-4ba7-a2e1-f87b858a26bf Element|Identifier Elem|Id true 0 1195 1679 72 20 1232.5 1689 Colour of the cross section. a7bc105b-76ac-4cca-aae6-0e08ecbdc519 Colour Colour true 0 1195 1699 72 20 1232.5 1709 Cross-section which was created. f20144d7-1c19-4d0d-8552-c2cff0dfdfb3 Cross-section CroSec false 0 1297 1639 47 260 1320.5 1769 I 9 I 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. a1ca7187-cdb0-49b7-a876-563071e8544b Material Mat true 233104d4-d795-49f9-bd53-8f4bdb8c8184 1 1195 1719 72 20 1232.5 1729 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 73346647-9258-4f91-befd-2da6f755027e Local Eccentricity [in] EcceLoc true 0 1195 1739 72 20 1232.5 1749 Height [in] of cross-section. 1c49b423-8d4f-4415-9309-a7f4567547f8 Height [in] Height true fc8c50a2-ad1f-436b-b9b5-ce0241a658c2 1 1195 1759 72 20 1232.5 1769 Width [in] of upper flange. 35e78192-dd6a-46e8-a85e-e507bf922346 Upper Flange Width [in] Upper Width true 54e0b702-20f6-4b3e-8a42-cc70e47d4ea2 1 1195 1779 72 20 1232.5 1789 Width [in] of lower flange. e3b8e977-582a-451d-9b2a-5ecb0608bc4e Lower Flange Width [in] LowerWidth true 54e0b702-20f6-4b3e-8a42-cc70e47d4ea2 1 1195 1799 72 20 1232.5 1809 Thickness [in] of upper flange. fd5e1b6e-69e3-46e4-a84f-cac90c70fcf4 Upper Flange Thickness [in] UpperThick true 0 1195 1819 72 20 1232.5 1829 1 1 {0} 0.5 Thickness [in] of lower flange. 46e3be5e-ffc4-44b8-87e7-66659301fccc Lower Flange Thickness [in] Lower Thick true 0 1195 1839 72 20 1232.5 1849 1 1 {0} 0.5 Thickness [in] of web. d79237ce-680a-40b1-a971-6a5cab51fc87 Web Thickness [in] Web Thick true 0 1195 1859 72 20 1232.5 1869 1 1 {0} 0.3 Radius of fillet [in] of rolled cross section where web and flange meet. 9662fd54-8011-4c74-ba76-deba48b505df Fillet Radius [in] Fillet Radius true 0 1195 1879 72 20 1232.5 1889 1 1 {0} 0.3 0 0 Box 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. e44740fc-1448-4404-aef0-a3ae8ab70294 Material Mat true 0 1197 1719 70 20 1233.5 1729 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 7ccf30d5-54ce-41dc-8559-f7d10da195de Local Eccentricity [in] EcceLoc true 0 1197 1739 70 20 1233.5 1749 Height [in] of cross-section. a75d8861-fe6c-4138-9da8-7f3aed309838 Height [in] Height true 0 1197 1759 70 20 1233.5 1769 1 1 {0} 10 Width [in] of upper flange. 2f6e97a6-124f-4252-a953-51e4b9f10fb0 Upper Flange Width [in] UpperWidth true 0 1197 1779 70 20 1233.5 1789 1 1 {0} 5 Width [in] of lower flange. dccb07b9-fa0a-4ae0-b6dd-e8a25110f0d3 Lower Flange Width [in] LowerWidth true 0 1197 1799 70 20 1233.5 1809 1 1 {0} 5 Thickness [in] of upper flange. 9ecc1e00-a0c9-4b55-92b5-9e25df2e0674 Upper Flange Thickness [in] UpperThick true 0 1197 1819 70 20 1233.5 1829 1 1 {0} 0.4 Thickness [in] of lower flange. 3e16f898-861a-44a5-948d-68651fccef53 Lower Flange Thickness [in] LowerThick true 0 1197 1839 70 20 1233.5 1849 1 1 {0} 0.4 Thickness [in] of sidewalls. fb0e271e-548d-41f9-9d5d-22d4a2b8fc53 Sidewalls Thickness [in] SWallThick true 0 1197 1859 70 20 1233.5 1869 1 1 {0} 0.4 Radius of fillet [in] of rolled cross section where web and flange meet. dd82eef9-4339-42c9-967c-0155e7c92bdd Fillet Radius [in] Fillet Radius true 0 1197 1879 70 20 1233.5 1889 1 1 {0} 0.6 0 0 Circular Hollow 4 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 074b77e7-7d86-43bc-ad06-7a0582fdd1f1 Material Mat true 0 1203 1769 64 20 1236.5 1779 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 34baee13-ccc7-45eb-9dd8-7792cca87ba2 Local Eccentricity [in] EcceLoc true 0 1203 1789 64 20 1236.5 1799 Diameter [in] of cross section. bc3cfe71-6dda-4a81-aaa1-ed339b328a58 Diameter [in] Diameter true 0 1203 1809 64 20 1236.5 1819 1 1 {0} 11.43 Wall thickness [in] of the circular hollow section. 3df70cb6-9575-4844-b2a6-48cc959bf607 Wall thickness [in] Thickness true 0 1203 1829 64 20 1236.5 1839 1 1 {0} 0.4 0 0 Shell - Const 2 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 2cbad9d1-2739-4029-95fe-8b2b77d68051 Material Mat true 0 1208 1789 59 20 1239 1799 Height [in] of the cross section. 2324de92-4e07-4a15-888b-080889b00b0d Height [in] Height true 0 1208 1809 59 20 1239 1819 1 1 {0} 1 0 0 Shell - Var 2 0 1 Materials be used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. Materials are attached to the faces of the shell according to the longest list principle. b1680a6f-6b57-430b-ac2c-ee875d6b29ae Materials Materials true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. 7a0fe2a3-e68e-491a-a834-bef690327aed Heights [in] Heights true 0 0 0 150 20 1 1 {0} 1 0 0 Shell RC Standard - Const. 6 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. 70a206b9-a63c-4960-aac3-73de45b02be1 Material-Concrete MatConcr true 0 0 0 150 20 Height [in] of the cross section. fad285c8-6e7b-4535-b660-daf23e79021e Height [in] Height true 0 0 0 150 20 1 1 {0} 20 Material of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. dd990c9e-8f4c-4ce3-bf64-8bbfc6efaf60 Material-Reinforcement Mat-Reinf true 0 0 0 150 20 1 List of reinforcement areas [[in²/ft]] of the cross section. Only the first four values per cross section will be considered. 466f7477-944a-4dc3-823e-7c9a45bdb75e Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 1 List of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. fa9c86ba-a394-4bd1-9291-d669cd66584d Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.5000000000000004 4.5 -4.5 -3.5000000000000004 Angle [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. 0d8707d1-ea70-49da-bf3b-35ed44ac56b7 Principal Reinforcement Direction [deg] Dir true 0 0 0 150 20 1 1 {0} 0 0 0 Shell RC Standard - Variable 6 0 1 Materials used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. c6255ceb-d47b-47c2-b5a3-089233870f1c Materials-Concrete MatConcr true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. 569b862d-b4e8-45b1-a33a-eb6b4d90dad6 Heights [in] Heights true 0 0 0 150 20 1 1 {0} 20 1 Materials of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. d1db1d18-5911-4f0f-91a7-847a15b27f50 Materials-Reinforcement MatsReinf true 0 0 0 150 20 2 List of lists of reinforcement areas [[in²/ft]] of the cross section. The list of lists of reinforcement areas will be mapped on the list of faces according to the longest list principle. Only the first four values per cross section will be considered. 19dad477-61ad-4850-9d5a-17f5a1236024 Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 2 List of lists of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The list of lists of cover thicknesses will be mapped on the list of faces according to the longest list principle. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. c49d61b3-8851-4dbf-9af4-a62be798ef0d Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.5000000000000004 4.5 -4.5 -3.5000000000000004 1 List of angles [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. The list of angles is mapped on the list of faces according to the longest list principle. 6d075526-bd0b-4da0-ae88-70386345a8fb Principal Reinforcement Directions [deg] Dirs true 0 0 0 150 20 1 1 {0} 0 0 0 Spring 2 0 Vector of translational spring stiffness [kip/ft] in local directions. 1e1f3739-0b7a-423f-afd4-68841b614c95 C-translation [kip/ft] Ct true 0 1208 1789 59 20 1239 1799 Vector of rotational spring stiffness [kip.ft/rad] about local directions. 812e48e7-2d8f-4673-a24b-3d124d7caa31 C-rotation [kip.ft/rad] Cr true 0 1208 1809 59 20 1239 1819 0 0 Trapezoid 5 0 Material to for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. cb9a07f2-ad5a-4a63-9652-5a27a401d81f Material Mat true 0 1197 1759 70 20 1233.5 1769 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. f0208dcb-c10c-49b6-95c2-82ee5ea4e048 Local Eccentricity [in] EcceLoc true 0 1197 1779 70 20 1233.5 1789 Height [in] of cross-section. a9f575e1-1100-457c-aefc-8034224e25e1 Height [in] Height true 0 1197 1799 70 20 1233.5 1809 1 1 {0} 10 Width [in] of upper flange. 6998412f-292f-47b5-8584-7c3c55ffb66f Upper Flange Width [in] UpperWidth true 0 1197 1819 70 20 1233.5 1829 1 1 {0} 5 Width [in] of lower flange. aa58379a-ef4c-41c1-b8df-e61313e89a0d Lower Flange Width [in] LowerWidth true 0 1197 1839 70 20 1233.5 1849 1 1 {0} 5 0 0 f201e873-4df8-400f-9d75-92e1963ad371 06126871-6c90-44c6-8d4e-8b68cc178608 Cross-section (Karamba3D) Creates rectangular, trapezoid, and triangular hollow cross sections. false true 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 a63d9387-04a4-4790-9111-98b753fe566e Cross-section (Karamba3D) I-Section 1032 2299 153 312 1121 2431 Family name of cross-section defines a group of cross-sections for cross-section optimization. af29405f-1007-4f0e-ab91-be9175c384aa Family name of cross-section Family true 0 1034 2301 72 20 1071.5 2311 1 1 {0} false I-Beam The name serves to identify a cross-section uniquely upon selection from a list of cross-sections. aca1ee4c-9f87-42a0-9212-2de378c047fa Name of cross-section Name true 0 1034 2321 72 20 1071.5 2331 1 1 {0} false Steel I12x6 Identifier of beam or beam with identifier to attach cross-section to. 0ad00fba-126f-4c6d-b195-6315896a27a4 Element|Identifier Elem|Id true 0 1034 2341 72 20 1071.5 2351 Colour of the cross section. ffac5d76-7867-4a96-bdaa-a614f976270d Colour Colour true 0 1034 2361 72 20 1071.5 2371 Cross-section which was created. bf460737-7d7c-4608-8786-676548cd6281 Cross-section CroSec false 0 1136 2301 47 260 1159.5 2431 I 9 I 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. f5abb409-fc33-478c-8850-50fd84a7020c Material Mat true 8fa5e003-82fc-4e1f-a678-eee45583a594 1 1034 2381 72 20 1071.5 2391 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 4c3fe76c-d8bd-4487-81cc-163f490fbcc4 Local Eccentricity [in] EcceLoc true 0 1034 2401 72 20 1071.5 2411 Height [in] of cross-section. d07ac954-c9de-4383-8ea2-b46f0c320199 Height [in] Height true fc8c50a2-ad1f-436b-b9b5-ce0241a658c2 1 1034 2421 72 20 1071.5 2431 Width [in] of upper flange. 180ac85b-04d1-4007-b9a2-203c2525ef37 Upper Flange Width [in] Upper Width true 54e0b702-20f6-4b3e-8a42-cc70e47d4ea2 1 1034 2441 72 20 1071.5 2451 Width [in] of lower flange. f0c6f28e-5ea1-4cdb-887c-b7992073b652 Lower Flange Width [in] LowerWidth true 54e0b702-20f6-4b3e-8a42-cc70e47d4ea2 1 1034 2461 72 20 1071.5 2471 Thickness [in] of upper flange. 3082026b-7ef7-45f7-bad8-1ef3c951fee7 Upper Flange Thickness [in] UpperThick true 0 1034 2481 72 20 1071.5 2491 1 1 {0} 0.5 Thickness [in] of lower flange. cffe34d6-9e5f-401d-b00f-2a97cec0ad64 Lower Flange Thickness [in] Lower Thick true 0 1034 2501 72 20 1071.5 2511 1 1 {0} 0.5 Thickness [in] of web. 78640556-c9be-4c58-96c9-1c4044a12278 Web Thickness [in] Web Thick true 0 1034 2521 72 20 1071.5 2531 1 1 {0} 0.3 Radius of fillet [in] of rolled cross section where web and flange meet. c686d78d-00b4-4e0c-b344-13657eff3906 Fillet Radius [in] Fillet Radius true 0 1034 2541 72 20 1071.5 2551 1 1 {0} 0.3 0 0 Box 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. 505bca66-9362-4578-b2ae-cca5c4e1d48f Material Mat true 0 3737 2552 70 20 3773.5 2562 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 48116ff9-4bd9-41f4-a68d-b2b52eb3b891 Local Eccentricity [in] EcceLoc true 0 3737 2572 70 20 3773.5 2582 Height [in] of cross-section. 506480d0-0f9d-4435-8a37-a965ce40f9a7 Height [in] Height true 0 3737 2592 70 20 3773.5 2602 1 1 {0} 10 Width [in] of upper flange. 417d1131-f632-43c8-942f-a83bad44e105 Upper Flange Width [in] UpperWidth true 0 3737 2612 70 20 3773.5 2622 1 1 {0} 5 Width [in] of lower flange. 23906148-5829-4218-9f5f-c41cd9e82e53 Lower Flange Width [in] LowerWidth true 0 3737 2632 70 20 3773.5 2642 1 1 {0} 5 Thickness [in] of upper flange. 43ae8e51-62b3-44ff-99f8-a891a84b8c4d Upper Flange Thickness [in] UpperThick true 0 3737 2652 70 20 3773.5 2662 1 1 {0} 0.4 Thickness [in] of lower flange. 655e7f26-255b-424d-bd21-21a96944face Lower Flange Thickness [in] LowerThick true 0 3737 2672 70 20 3773.5 2682 1 1 {0} 0.4 Thickness [in] of sidewalls. aeeb4d2a-8ce3-490a-8b82-ce8c197e8650 Sidewalls Thickness [in] SWallThick true 0 3737 2692 70 20 3773.5 2702 1 1 {0} 0.4 Radius of fillet [in] of rolled cross section where web and flange meet. 3153e426-ec35-4c06-95ac-1e53d941d701 Fillet Radius [in] Fillet Radius true 0 3737 2712 70 20 3773.5 2722 1 1 {0} 0.6 0 0 Circular Hollow 4 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. b1ae8bf1-71eb-4f8d-9028-6500fbacadaf Material Mat true 0 3743 2602 64 20 3776.5 2612 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. c9b66593-1984-4e2e-801b-ec1da762b9fe Local Eccentricity [in] EcceLoc true 0 3743 2622 64 20 3776.5 2632 Diameter [in] of cross section. 0f140322-694a-42de-8718-5f0486a27eea Diameter [in] Diameter true 0 3743 2642 64 20 3776.5 2652 1 1 {0} 11.43 Wall thickness [in] of the circular hollow section. 0667f0a4-1c6a-4e53-b8eb-e1a53674db7c Wall thickness [in] Thickness true 0 3743 2662 64 20 3776.5 2672 1 1 {0} 0.4 0 0 Shell - Const 2 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. ee98e73b-785e-468b-8b46-6807b8efc911 Material Mat true 0 0 0 150 20 Height [in] of the cross section. 9158766e-2c6e-4dea-94a3-7f1370e8589a Height [in] Height true 0 0 0 150 20 1 1 {0} 1 0 0 Shell - Var 2 0 1 Materials be used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. Materials are attached to the faces of the shell according to the longest list principle. 1845722a-c9a0-4f2d-a242-fd4a0e21d993 Materials Materials true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. 068e19e4-90d6-4bd2-a000-8dd9c196526a Heights [in] Heights true 0 0 0 150 20 1 1 {0} 1 0 0 Shell RC Standard - Const. 6 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. 1686e748-985c-43df-b54a-78c6b7ef6dcb Material-Concrete MatConcr true 0 3742 2582 65 20 3776 2592 Height [in] of the cross section. 41f8b7ed-5efa-4165-aac1-500a3a9d844d Height [in] Height true 0 3742 2602 65 20 3776 2612 1 1 {0} 20 Material of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. 462361d0-3851-483d-a1c0-149e77fe07ff Material-Reinforcement Mat-Reinf true 0 3742 2622 65 20 3776 2632 1 List of reinforcement areas [[in²/ft]] of the cross section. Only the first four values per cross section will be considered. 2f64318f-7c6d-431b-8262-106b8af922b5 Reinforcement Areas [[in²/ft]] Areas true 0 3742 2642 65 20 3776 2652 1 4 {0} 0 0 0 0 1 List of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. 04e2ce4a-0780-459b-84f0-89783792c7f2 Reinforcement Concrete Covers [in] Covers true 0 3742 2662 65 20 3776 2672 1 4 {0} 3.5000000000000004 4.5 -4.5 -3.5000000000000004 Angle [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. 8d1b999e-e907-4b88-9c7a-826601920c7b Principal Reinforcement Direction [deg] Dir true 0 3742 2682 65 20 3776 2692 1 1 {0} 0 0 0 Shell RC Standard - Variable 6 0 1 Materials used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. ad0b8b97-c2db-4645-8bae-930fd03ece4b Materials-Concrete MatConcr true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. ce97e7d6-31d4-4161-a3b9-f237c3ef6783 Heights [in] Heights true 0 0 0 150 20 1 1 {0} 20 1 Materials of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. db2b3895-a2d3-459b-b091-adcc9ecbf58c Materials-Reinforcement MatsReinf true 0 0 0 150 20 2 List of lists of reinforcement areas [[in²/ft]] of the cross section. The list of lists of reinforcement areas will be mapped on the list of faces according to the longest list principle. Only the first four values per cross section will be considered. dece5603-31ad-424c-a95d-ff45184060d2 Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 2 List of lists of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The list of lists of cover thicknesses will be mapped on the list of faces according to the longest list principle. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. 3f04a1a3-a873-4ad5-84ed-d19b036f5adf Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.5000000000000004 4.5 -4.5 -3.5000000000000004 1 List of angles [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. The list of angles is mapped on the list of faces according to the longest list principle. 3ce6076e-f6c2-41bb-9c39-2eb4381f3d4b Principal Reinforcement Directions [deg] Dirs true 0 0 0 150 20 1 1 {0} 0 0 0 Spring 2 0 Vector of translational spring stiffness [kip/ft] in local directions. 4a1e1d30-ce5e-4876-a324-57414241bdce C-translation [kip/ft] Ct true 0 3748 2622 59 20 3779 2632 Vector of rotational spring stiffness [kip.ft/rad] about local directions. aff2a4c7-5390-45d2-b133-329ebd8d1b71 C-rotation [kip.ft/rad] Cr true 0 3748 2642 59 20 3779 2652 0 0 Trapezoid 5 0 Material to for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. 26970bf5-9d16-4baf-b0fb-d9d054d3dc84 Material Mat true 0 3737 2592 70 20 3773.5 2602 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. b3a48d02-33e8-4945-a584-db30145bedf5 Local Eccentricity [in] EcceLoc true 0 3737 2612 70 20 3773.5 2622 Height [in] of cross-section. 16bc258f-1918-482c-9907-b1779e89e0a5 Height [in] Height true 0 3737 2632 70 20 3773.5 2642 1 1 {0} 10 Width [in] of upper flange. 742f9ab7-0d21-4cc3-9a72-32cce9dc3c58 Upper Flange Width [in] UpperWidth true 0 3737 2652 70 20 3773.5 2662 1 1 {0} 5 Width [in] of lower flange. b60124e3-1134-44e0-9f26-3b54ccac44bd Lower Flange Width [in] LowerWidth true 0 3737 2672 70 20 3773.5 2682 1 1 {0} 5 0 0 f201e873-4df8-400f-9d75-92e1963ad371 06126871-6c90-44c6-8d4e-8b68cc178608 Cross-section (Karamba3D) Creates rectangular, trapezoid, and triangular hollow cross sections. false true 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 0f5c050c-1d86-4dc9-a6f2-586f00e0b7d4 Cross-section (Karamba3D) I-Section 779 3169 153 312 868 3301 Family name of cross-section defines a group of cross-sections for cross-section optimization. 47e9b484-5fac-45dd-9b1e-dfcb51b5abd9 Family name of cross-section Family true 0 781 3171 72 20 818.5 3181 1 1 {0} false I-Beam The name serves to identify a cross-section uniquely upon selection from a list of cross-sections. 1f6fd958-95a3-4ac5-8e98-3d1fece4b25f Name of cross-section Name true 0 781 3191 72 20 818.5 3201 1 1 {0} false Concrete I12x6 Identifier of beam or beam with identifier to attach cross-section to. cf5e3a80-e52b-4f67-8f72-161c5718f31f Element|Identifier Elem|Id true 0 781 3211 72 20 818.5 3221 Colour of the cross section. 32379bf9-e990-448b-a4ab-9972ea0a63f2 Colour Colour true 0 781 3231 72 20 818.5 3241 Cross-section which was created. 284a7740-5fe5-4c48-8f3a-c57f0e641e75 Cross-section CroSec false 0 883 3171 47 260 906.5 3301 I 9 I 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 9fe8c2df-a717-48f3-bad3-5dda05c212a8 Material Mat true 0b975669-003a-4651-99ec-b80d67b5235d 1 781 3251 72 20 818.5 3261 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 5c7f5485-a495-403c-9a29-49e065b57ee1 Local Eccentricity [in] EcceLoc true 0 781 3271 72 20 818.5 3281 Height [in] of cross-section. 9ed9cd3c-8609-449c-bdc4-a71a095cb2af Height [in] Height true fc8c50a2-ad1f-436b-b9b5-ce0241a658c2 1 781 3291 72 20 818.5 3301 Width [in] of upper flange. dae47fa0-ce42-48d7-9b24-fa11ef004be4 Upper Flange Width [in] Upper Width true 54e0b702-20f6-4b3e-8a42-cc70e47d4ea2 1 781 3311 72 20 818.5 3321 Width [in] of lower flange. fcc3ce66-88d0-4039-9d33-045e70e07960 Lower Flange Width [in] LowerWidth true 54e0b702-20f6-4b3e-8a42-cc70e47d4ea2 1 781 3331 72 20 818.5 3341 Thickness [in] of upper flange. 8f90bae8-ff72-492a-be2a-6b7d51693405 Upper Flange Thickness [in] UpperThick true 0 781 3351 72 20 818.5 3361 1 1 {0} 0.5 Thickness [in] of lower flange. e0cd1034-e244-49d7-a297-2294528b015b Lower Flange Thickness [in] Lower Thick true 0 781 3371 72 20 818.5 3381 1 1 {0} 0.5 Thickness [in] of web. d6b379cf-67be-4c88-ab37-de53b14ebc83 Web Thickness [in] Web Thick true 0 781 3391 72 20 818.5 3401 1 1 {0} 0.3 Radius of fillet [in] of rolled cross section where web and flange meet. f3ca43a9-6d27-4a7b-bfdd-fa8f9f9b91a3 Fillet Radius [in] Fillet Radius true 0 781 3411 72 20 818.5 3421 1 1 {0} 0.3 0 0 Box 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. a0029f5e-30d0-4c3e-891c-58a05399b1f7 Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 496d4abb-2e04-4387-abfd-87e2c298dcfe Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Height [in] of cross-section. d9086748-0cdb-4219-af19-4cd7d4f69084 Height [in] Height true 0 0 0 150 20 1 1 {0} 10 Width [in] of upper flange. 0f0a46b9-7d3e-451c-ba35-47b61be438d8 Upper Flange Width [in] UpperWidth true 0 0 0 150 20 1 1 {0} 5 Width [in] of lower flange. 20d8590c-0f74-416b-a547-fd57ca20d437 Lower Flange Width [in] LowerWidth true 0 0 0 150 20 1 1 {0} 5 Thickness [in] of upper flange. cf41318c-0d51-4ee7-b6a9-fe6c2ccbf9fb Upper Flange Thickness [in] UpperThick true 0 0 0 150 20 1 1 {0} 0.4 Thickness [in] of lower flange. d3a0a411-e9d1-4ba9-8214-266f25263128 Lower Flange Thickness [in] LowerThick true 0 0 0 150 20 1 1 {0} 0.4 Thickness [in] of sidewalls. 54fb7409-4661-4e89-85b5-ebe58b369e22 Sidewalls Thickness [in] SWallThick true 0 0 0 150 20 1 1 {0} 0.4 Radius of fillet [in] of rolled cross section where web and flange meet. cfd4a864-4073-46cd-8bb8-d76f5c79a25b Fillet Radius [in] Fillet Radius true 0 0 0 150 20 1 1 {0} 0.6 0 0 Circular Hollow 4 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 243f60f5-50e9-42b4-acc7-9f0c37506733 Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. b1d1fa39-2eaf-4e50-bbef-848c04bff208 Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Diameter [in] of cross section. 9fc66114-5a0d-4321-b318-79db4b310d48 Diameter [in] Diameter true 0 0 0 150 20 1 1 {0} 11.43 Wall thickness [in] of the circular hollow section. 1192f8e1-ece3-4b85-bf9a-3a793f13a15e Wall thickness [in] Thickness true 0 0 0 150 20 1 1 {0} 0.4 0 0 Shell - Const 2 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 38f4a7cd-6e6f-4045-a51c-b8ed5208d8bb Material Mat true 0 0 0 150 20 Height [in] of the cross section. 3c5a420d-f55e-4fbd-86a0-7d6c1473f73f Height [in] Height true 0 0 0 150 20 1 1 {0} 1 0 0 Shell - Var 2 0 1 Materials be used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. Materials are attached to the faces of the shell according to the longest list principle. 156bcbcf-75a7-4678-924d-b2c1d816627c Materials Materials true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. b068267f-5a4e-4d81-a700-efa3a4c1dd84 Heights [in] Heights true 0 0 0 150 20 1 1 {0} 1 0 0 Shell RC Standard - Const. 6 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. 94df05fb-6e58-42cb-ae8d-22947a411106 Material-Concrete MatConcr true 0 0 0 150 20 Height [in] of the cross section. 191a2017-125b-44a7-9b3d-18eeb7bc90e3 Height [in] Height true 0 0 0 150 20 1 1 {0} 20 Material of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. 4b2dd01c-cdc9-474c-b674-9dc6fc5fbdac Material-Reinforcement Mat-Reinf true 0 0 0 150 20 1 List of reinforcement areas [[in²/ft]] of the cross section. Only the first four values per cross section will be considered. 882b01e4-807d-43e6-b1c6-511e34095fa9 Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 1 List of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. c05c343e-7de8-45f2-b1c4-9066f2aca363 Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.5000000000000004 4.5 -4.5 -3.5000000000000004 Angle [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. e2a1e2f3-a627-4075-990a-806d1d6c029e Principal Reinforcement Direction [deg] Dir true 0 0 0 150 20 1 1 {0} 0 0 0 Shell RC Standard - Variable 6 0 1 Materials used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. ac0003f4-cf51-479d-b021-89aed9c1e5b0 Materials-Concrete MatConcr true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. df5076da-8f3f-494c-9132-c731dfc8ed41 Heights [in] Heights true 0 0 0 150 20 1 1 {0} 20 1 Materials of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. 83c07376-795c-4430-8293-da137db0cc3a Materials-Reinforcement MatsReinf true 0 0 0 150 20 2 List of lists of reinforcement areas [[in²/ft]] of the cross section. The list of lists of reinforcement areas will be mapped on the list of faces according to the longest list principle. Only the first four values per cross section will be considered. 0eb57b5a-4e90-43ac-88e5-b883f789ebeb Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 2 List of lists of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The list of lists of cover thicknesses will be mapped on the list of faces according to the longest list principle. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. 048cebed-b982-437e-ba77-1136af101579 Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.5000000000000004 4.5 -4.5 -3.5000000000000004 1 List of angles [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. The list of angles is mapped on the list of faces according to the longest list principle. 50c75585-5a5f-48cf-aabb-6dc4b879c629 Principal Reinforcement Directions [deg] Dirs true 0 0 0 150 20 1 1 {0} 0 0 0 Spring 2 0 Vector of translational spring stiffness [kip/ft] in local directions. b551671f-9042-458b-a407-354db060c93a C-translation [kip/ft] Ct true 0 0 0 150 20 Vector of rotational spring stiffness [kip.ft/rad] about local directions. c9692928-98fd-46ea-bb2b-9469b4cd9b38 C-rotation [kip.ft/rad] Cr true 0 0 0 150 20 0 0 Trapezoid 5 0 Material to for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. affca900-c876-4d20-bcf3-cdda1b9a08a9 Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. bf38e380-85e9-4d78-b36f-79aa02e19cda Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Height [in] of cross-section. 794f1143-2f80-48be-89d6-e952a0b747bb Height [in] Height true 0 0 0 150 20 1 1 {0} 10 Width [in] of upper flange. 12de08eb-0884-41c2-b28b-b7a1fdeb759e Upper Flange Width [in] UpperWidth true 0 0 0 150 20 1 1 {0} 5 Width [in] of lower flange. 3707eec9-baa2-4313-895d-bbc2dc604f0f Lower Flange Width [in] LowerWidth true 0 0 0 150 20 1 1 {0} 5 0 0 f201e873-4df8-400f-9d75-92e1963ad371 06126871-6c90-44c6-8d4e-8b68cc178608 Cross-section (Karamba3D) Creates rectangular, trapezoid, and triangular hollow cross sections. false true 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 5963ac7f-c3f1-49e2-a8b0-ef5206648b2a Cross-section (Karamba3D) I-Section 769 4227 153 312 858 4359 Family name of cross-section defines a group of cross-sections for cross-section optimization. 02754015-105b-4f38-a724-51c194256656 Family name of cross-section Family true 0 771 4229 72 20 808.5 4239 1 1 {0} false DefaultCroSec The name serves to identify a cross-section uniquely upon selection from a list of cross-sections. 8c68f4bc-6066-4f0d-aaef-dfea35454dd1 Name of cross-section Name true 0 771 4249 72 20 808.5 4259 1 1 {0} false Identifier of beam or beam with identifier to attach cross-section to. ba633acd-2a02-4580-a9df-fe3fe262f9a7 Element|Identifier Elem|Id true 0 771 4269 72 20 808.5 4279 Colour of the cross section. a0bf816a-28e2-426f-8fec-f49a22c4664c Colour Colour true 0 771 4289 72 20 808.5 4299 Cross-section which was created. a88043f1-96f6-47f6-815e-55664d3fc048 Cross-section CroSec false 0 873 4229 47 260 896.5 4359 I 9 I 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. d3e52975-b9c9-4e5f-a454-e01e473e63e0 Material Mat true 8fa5e003-82fc-4e1f-a678-eee45583a594 1 771 4309 72 20 808.5 4319 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. f8b6f55a-9a3f-474c-b64f-e3ba058d178c Local Eccentricity [in] EcceLoc true 0 771 4329 72 20 808.5 4339 Height [in] of cross-section. 1c38f8b5-e70f-488c-b19c-20dd598af229 Height [in] Height true 0 771 4349 72 20 808.5 4359 1 1 {0} 5 Width [in] of upper flange. 1f3e48e4-3731-4e58-b1d4-353e60825cae Upper Flange Width [in] Upper Width true 0 771 4369 72 20 808.5 4379 1 1 {0} 10 Width [in] of lower flange. 886baaec-1bbc-472e-9510-35f6869519b2 Lower Flange Width [in] LowerWidth true 0 771 4389 72 20 808.5 4399 1 1 {0} 10 Thickness [in] of upper flange. 1841ce3f-779d-4cd6-926c-6449840d8012 Upper Flange Thickness [in] UpperThick true 0 771 4409 72 20 808.5 4419 1 1 {0} 0.8 Thickness [in] of lower flange. 7d67d664-a9ff-4cb6-8b15-5dd7c42f8e8e Lower Flange Thickness [in] Lower Thick true 0 771 4429 72 20 808.5 4439 1 1 {0} 0.8 Thickness [in] of web. b1cef447-36e9-495e-bd76-b557a068b080 Web Thickness [in] Web Thick true 0 771 4449 72 20 808.5 4459 1 1 {0} 0.5 Radius of fillet [in] of rolled cross section where web and flange meet. 48e36b64-0fc7-4a66-bf60-122d55859e12 Fillet Radius [in] Fillet Radius true 0 771 4469 72 20 808.5 4479 1 1 {0} 0 0 0 Box 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. 14da773f-b594-444c-af72-b4b990e65e32 Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 94fcff44-425c-4b77-8be6-bc2e8e3fc78c Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Height [in] of cross-section. f0e3ba66-0941-478c-9561-a768f3fafd57 Height [in] Height true 0 0 0 150 20 1 1 {0} 10 Width [in] of upper flange. 65386ea2-94ec-469a-8a10-a32a8fe3ef46 Upper Flange Width [in] UpperWidth true 0 0 0 150 20 1 1 {0} 5 Width [in] of lower flange. d90e0973-fac6-4050-a2ee-7e6226bad0be Lower Flange Width [in] LowerWidth true 0 0 0 150 20 1 1 {0} 5 Thickness [in] of upper flange. c559ee71-2f2b-4bd2-8507-772b01681200 Upper Flange Thickness [in] UpperThick true 0 0 0 150 20 1 1 {0} 0.4 Thickness [in] of lower flange. 04fe4b4c-16a7-48ff-a35a-c251be3cb903 Lower Flange Thickness [in] LowerThick true 0 0 0 150 20 1 1 {0} 0.4 Thickness [in] of sidewalls. fd94001f-b738-44fa-899a-e5e5b420c31f Sidewalls Thickness [in] SWallThick true 0 0 0 150 20 1 1 {0} 0.4 Radius of fillet [in] of rolled cross section where web and flange meet. 19ed86be-1b84-4456-b6d9-d83feff6cbbd Fillet Radius [in] Fillet Radius true 0 0 0 150 20 1 1 {0} 0.6 0 0 Circular Hollow 4 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 81cf62bb-f929-43ef-9475-efc2bd2f240a Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 6a642901-d271-4359-998b-56a2ae59bd5c Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Diameter [in] of cross section. 723a04ee-d8e7-4421-8736-c6d663eac701 Diameter [in] Diameter true 0 0 0 150 20 1 1 {0} 11.43 Wall thickness [in] of the circular hollow section. c840e68e-016c-4050-a641-2dafdaaa1cd2 Wall thickness [in] Thickness true 0 0 0 150 20 1 1 {0} 0.4 0 0 Shell - Const 2 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 3304c2e2-d225-4145-b8cf-c98a121a4b78 Material Mat true 0 0 0 150 20 Height [in] of the cross section. 4d787340-78d4-4613-85be-d67ca7febdbb Height [in] Height true 0 0 0 150 20 1 1 {0} 1 0 0 Shell - Var 2 0 1 Materials be used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. Materials are attached to the faces of the shell according to the longest list principle. e564d492-57ec-4949-8f07-418a39c92703 Materials Materials true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. f2bab0ff-7f4b-4825-84e5-6ec670182e80 Heights [in] Heights true 0 0 0 150 20 1 1 {0} 1 0 0 Shell RC Standard - Const. 6 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. f49c23f5-2215-441e-bb09-1adba0102527 Material-Concrete MatConcr true 0 0 0 150 20 Height [in] of the cross section. c8b0eb12-7c78-43d9-a9d4-ad004822d9f4 Height [in] Height true 0 0 0 150 20 1 1 {0} 20 Material of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. 066d5ada-a4d2-41c5-8497-1fa7648b557c Material-Reinforcement Mat-Reinf true 0 0 0 150 20 1 List of reinforcement areas [[in²/ft]] of the cross section. Only the first four values per cross section will be considered. 4bd008a5-c5da-4472-8335-44f9522e1d6c Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 1 List of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. 20eaac4a-2c81-4aa5-931e-e03b68ddb416 Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.5000000000000004 4.5 -4.5 -3.5000000000000004 Angle [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. 223e7a7b-22d3-4057-9e8b-9c6d76567754 Principal Reinforcement Direction [deg] Dir true 0 0 0 150 20 1 1 {0} 0 0 0 Shell RC Standard - Variable 6 0 1 Materials used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. cfe7a1aa-af2d-4a7a-8143-d192c70cd8de Materials-Concrete MatConcr true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. aea31c5c-2361-431b-90f2-5bb39a44f81b Heights [in] Heights true 0 0 0 150 20 1 1 {0} 20 1 Materials of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. cf080264-c438-44d5-8ce2-76cae601ef64 Materials-Reinforcement MatsReinf true 0 0 0 150 20 2 List of lists of reinforcement areas [[in²/ft]] of the cross section. The list of lists of reinforcement areas will be mapped on the list of faces according to the longest list principle. Only the first four values per cross section will be considered. 970139f7-639a-45de-a6ab-0016719434f1 Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 2 List of lists of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The list of lists of cover thicknesses will be mapped on the list of faces according to the longest list principle. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. a78ec782-6521-4082-b9cc-341c735fbc21 Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.5000000000000004 4.5 -4.5 -3.5000000000000004 1 List of angles [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. The list of angles is mapped on the list of faces according to the longest list principle. 02fe30cc-cad9-4c31-8c9d-4d62e18b6442 Principal Reinforcement Directions [deg] Dirs true 0 0 0 150 20 1 1 {0} 0 0 0 Spring 2 0 Vector of translational spring stiffness [kip/ft] in local directions. 1dd1d060-6adb-4c98-b77b-3d52db783b83 C-translation [kip/ft] Ct true 0 0 0 150 20 Vector of rotational spring stiffness [kip.ft/rad] about local directions. f10d2af4-4dd5-4a90-9420-24a656d85ac9 C-rotation [kip.ft/rad] Cr true 0 0 0 150 20 0 0 Trapezoid 5 0 Material to for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. b2b2ebc2-4363-4863-9292-ee10e2b2f624 Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. ce6e98e6-3785-4f7e-b1ad-78b18cfb73ef Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Height [in] of cross-section. 2469a433-2c83-46e7-b92a-471a4c487ffb Height [in] Height true 0 0 0 150 20 1 1 {0} 10 Width [in] of upper flange. 613c0734-3859-4b64-a8e5-6343bb67dd4e Upper Flange Width [in] UpperWidth true 0 0 0 150 20 1 1 {0} 5 Width [in] of lower flange. d1684a02-65d5-46d2-9135-408f26a9e380 Lower Flange Width [in] LowerWidth true 0 0 0 150 20 1 1 {0} 5 0 0 92877431-5279-4438-8305-e7329cc090b4 06126871-6c90-44c6-8d4e-8b68cc178608 Loads (Karamba3D) Creates point loads at points of given index or position. false true iVBORw0KGgoAAAANSUhEUgAAABgAAAAYCAYAAADgdz34AAAABGdBTUEAALGOfPtRkwAAACBjSFJNAACHDwAAjA8AAP1SAACBQAAAfXkAAOmLAAA85QAAGcxzPIV3AAAKOWlDQ1BQaG90b3Nob3AgSUNDIHByb2ZpbGUAAEjHnZZ3VFTXFofPvXd6oc0wAlKG3rvAANJ7k15FYZgZYCgDDjM0sSGiAhFFRJoiSFDEgNFQJFZEsRAUVLAHJAgoMRhFVCxvRtaLrqy89/Ly++Osb+2z97n77L3PWhcAkqcvl5cGSwGQyhPwgzyc6RGRUXTsAIABHmCAKQBMVka6X7B7CBDJy82FniFyAl8EAfB6WLwCcNPQM4BOB/+fpFnpfIHomAARm7M5GSwRF4g4JUuQLrbPipgalyxmGCVmvihBEcuJOWGRDT77LLKjmNmpPLaIxTmns1PZYu4V8bZMIUfEiK+ICzO5nCwR3xKxRoowlSviN+LYVA4zAwAUSWwXcFiJIjYRMYkfEuQi4uUA4EgJX3HcVyzgZAvEl3JJS8/hcxMSBXQdli7d1NqaQffkZKVwBALDACYrmcln013SUtOZvBwAFu/8WTLi2tJFRbY0tba0NDQzMv2qUP91829K3NtFehn4uWcQrf+L7a/80hoAYMyJarPziy2uCoDOLQDI3fti0zgAgKSobx3Xv7oPTTwviQJBuo2xcVZWlhGXwzISF/QP/U+Hv6GvvmckPu6P8tBdOfFMYYqALq4bKy0lTcinZ6QzWRy64Z+H+B8H/nUeBkGceA6fwxNFhImmjMtLELWbx+YKuGk8Opf3n5r4D8P+pMW5FonS+BFQY4yA1HUqQH7tBygKESDR+8Vd/6NvvvgwIH554SqTi3P/7zf9Z8Gl4iWDm/A5ziUohM4S8jMX98TPEqABAUgCKpAHykAd6ABDYAasgC1wBG7AG/iDEBAJVgMWSASpgA+yQB7YBApBMdgJ9oBqUAcaQTNoBcdBJzgFzoNL4Bq4AW6D+2AUTIBnYBa8BgsQBGEhMkSB5CEVSBPSh8wgBmQPuUG+UBAUCcVCCRAPEkJ50GaoGCqDqqF6qBn6HjoJnYeuQIPQXWgMmoZ+h97BCEyCqbASrAUbwwzYCfaBQ+BVcAK8Bs6FC+AdcCXcAB+FO+Dz8DX4NjwKP4PnEIAQERqiihgiDMQF8UeikHiEj6xHipAKpAFpRbqRPuQmMorMIG9RGBQFRUcZomxRnqhQFAu1BrUeVYKqRh1GdaB6UTdRY6hZ1Ec0Ga2I1kfboL3QEegEdBa6EF2BbkK3oy+ib6Mn0K8xGAwNo42xwnhiIjFJmLWYEsw+TBvmHGYQM46Zw2Kx8lh9rB3WH8vECrCF2CrsUexZ7BB2AvsGR8Sp4Mxw7rgoHA+Xj6vAHcGdwQ3hJnELeCm8Jt4G749n43PwpfhGfDf+On4Cv0CQJmgT7AghhCTCJkIloZVwkfCA8JJIJKoRrYmBRC5xI7GSeIx4mThGfEuSIemRXEjRJCFpB+kQ6RzpLuklmUzWIjuSo8gC8g5yM/kC+RH5jQRFwkjCS4ItsUGiRqJDYkjiuSReUlPSSXK1ZK5kheQJyeuSM1J4KS0pFymm1HqpGqmTUiNSc9IUaVNpf+lU6RLpI9JXpKdksDJaMm4ybJkCmYMyF2TGKQhFneJCYVE2UxopFykTVAxVm+pFTaIWU7+jDlBnZWVkl8mGyWbL1sielh2lITQtmhcthVZKO04bpr1borTEaQlnyfYlrUuGlszLLZVzlOPIFcm1yd2WeydPl3eTT5bfJd8p/1ABpaCnEKiQpbBf4aLCzFLqUtulrKVFS48vvacIK+opBimuVTyo2K84p6Ss5KGUrlSldEFpRpmm7KicpFyufEZ5WoWiYq/CVSlXOavylC5Ld6Kn0CvpvfRZVUVVT1Whar3qgOqCmrZaqFq+WpvaQ3WCOkM9Xr1cvUd9VkNFw08jT6NF454mXpOhmai5V7NPc15LWytca6tWp9aUtpy2l3audov2Ax2yjoPOGp0GnVu6GF2GbrLuPt0berCehV6iXo3edX1Y31Kfq79Pf9AAbWBtwDNoMBgxJBk6GWYathiOGdGMfI3yjTqNnhtrGEcZ7zLuM/5oYmGSYtJoct9UxtTbNN+02/R3Mz0zllmN2S1zsrm7+QbzLvMXy/SXcZbtX3bHgmLhZ7HVosfig6WVJd+y1XLaSsMq1qrWaoRBZQQwShiXrdHWztYbrE9Zv7WxtBHYHLf5zdbQNtn2iO3Ucu3lnOWNy8ft1OyYdvV2o/Z0+1j7A/ajDqoOTIcGh8eO6o5sxybHSSddpySno07PnU2c+c7tzvMuNi7rXM65Iq4erkWuA24ybqFu1W6P3NXcE9xb3Gc9LDzWepzzRHv6eO7yHPFS8mJ5NXvNelt5r/Pu9SH5BPtU+zz21fPl+3b7wX7efrv9HqzQXMFb0ekP/L38d/s/DNAOWBPwYyAmMCCwJvBJkGlQXlBfMCU4JvhI8OsQ55DSkPuhOqHC0J4wybDosOaw+XDX8LLw0QjjiHUR1yIVIrmRXVHYqLCopqi5lW4r96yciLaILoweXqW9KnvVldUKq1NWn46RjGHGnIhFx4bHHol9z/RnNjDn4rziauNmWS6svaxnbEd2OXuaY8cp40zG28WXxU8l2CXsTphOdEisSJzhunCruS+SPJPqkuaT/ZMPJX9KCU9pS8Wlxqae5Mnwknm9acpp2WmD6frphemja2zW7Fkzy/fhN2VAGasyugRU0c9Uv1BHuEU4lmmfWZP5Jiss60S2dDYvuz9HL2d7zmSue+63a1FrWWt78lTzNuWNrXNaV78eWh+3vmeD+oaCDRMbPTYe3kTYlLzpp3yT/LL8V5vDN3cXKBVsLBjf4rGlpVCikF84stV2a9021DbutoHt5turtn8sYhddLTYprih+X8IqufqN6TeV33zaEb9joNSydP9OzE7ezuFdDrsOl0mX5ZaN7/bb3VFOLy8qf7UnZs+VimUVdXsJe4V7Ryt9K7uqNKp2Vr2vTqy+XeNc01arWLu9dn4fe9/Qfsf9rXVKdcV17w5wD9yp96jvaNBqqDiIOZh58EljWGPft4xvm5sUmoqbPhziHRo9HHS4t9mqufmI4pHSFrhF2DJ9NProje9cv+tqNWytb6O1FR8Dx4THnn4f+/3wcZ/jPScYJ1p/0Pyhtp3SXtQBdeR0zHYmdo52RXYNnvQ+2dNt293+o9GPh06pnqo5LXu69AzhTMGZT2dzz86dSz83cz7h/HhPTM/9CxEXbvUG9g5c9Ll4+ZL7pQt9Tn1nL9tdPnXF5srJq4yrndcsr3X0W/S3/2TxU/uA5UDHdavrXTesb3QPLh88M+QwdP6m681Lt7xuXbu94vbgcOjwnZHokdE77DtTd1PuvriXeW/h/sYH6AdFD6UeVjxSfNTws+7PbaOWo6fHXMf6Hwc/vj/OGn/2S8Yv7ycKnpCfVEyqTDZPmU2dmnafvvF05dOJZ+nPFmYKf5X+tfa5zvMffnP8rX82YnbiBf/Fp99LXsq/PPRq2aueuYC5R69TXy/MF72Rf3P4LeNt37vwd5MLWe+x7ys/6H7o/ujz8cGn1E+f/gUDmPP8usTo0wAAAAlwSFlzAAALEgAACxIB0t1+/AAAAoRJREFUSEvtVEuIUlEY/mZ6Qq8JbBhalIMtg8ZF2RTSNAPRyhhQRsjFtE4koYEWgbmJKEzMGIQYotyFEOEiXFiMKyElciNEGlj0EGlKBy0VTnx6jnN9DD2oVR34ufee/3ucc+53L4QQ+JvVN/Gn69fGjHgqa6K31Tt+10DImupt9Y7/Bv+4wZCs4dZ1RjzUxFMZPO/MTa3u7mDb1RrrGRC4CcA2ADta1+nGfY1wd003H3Vh21xqDDSgOwE6AAcBHAVgxIEbx/uEVRlj9hamjSWHXGoMrWewHcChVCoVLRaLL5xO5yIAO8zvl/vET3x+xZ7X612q1+uVRqNRdrvdp6XGQANubQTASaEZ0Wg0NWa89KDXYHTyzuN0Ov1Siw0EAhekxvAgA+5gF4BjkUjkiZZYKpW+jNtXvylx/VkhqtXqVy2GHHKlxsAd0GArgHEAFqvVeiuXy60ogbuxtdVfubcmTAyx5EguNQYacGyQZ6gHcArANb/f/1aJceUjZ4RYqbSf2SNGYskhlxpdKepkV76HLQBGAUwCuKzT6Z4lEokGBbny+ettcc6xR4zEkkNuX0w3SnEV0z0ADgM453K5YuVyual2UHhXbr7+oJ6EYI8YYiWH3L6Y0lUZcIsTBoNhoTchmUzmo8lkum2xWJby+fwnbY9YcsgdFNPN0qAT01qtVlPkSqXSCAaDywBc8qxZrnA4nNSakONwOPjh9cW0dWbamCpSNpt9YzabrwKYk1/smCzez9lsNn+hUCgqfCgUOv8zMdV7PJ55n893EcAsgCMA9gPYKc+XxXvOsTcbj8cXk8nkTZmkH8aUPy2uch+AvXJFfE/sqT8m7znHHjHEkkNuV0y/A4I96TDIl6P2AAAAAElFTkSuQmCC cf8ed6d6-1a68-4f57-8ee7-d6d98dc89aa9 Loads (Karamba3D) PointLoad 1533 1000 143 152 1612 1052 Load for a structural model. 36d224a2-032d-4cc8-88a0-641af18869b4 Load Load false 0 1627 1002 47 100 1650.5 1052 Point 7 Gravity 2 0 Direction of gravity []. 895131b9-732f-4a10-9226-1ec87aefdbeb Vector Vec true 0 353 339 55 23 382 350.75 1 1 {0} 0 0 -1 Name of load-case. b5e00b04-4525-4339-97f4-cf6fbeca93b3 LCase LCase true 0 353 362 55 24 382 374.25 1 1 {0} false LC0 0 0 Point 5 0 Input force vector [kip]. c6cbe975-498e-48ef-bd1f-39beade1a56b Force Vector Force true 7df46318-f9ef-4bfd-8295-446d917cfa89 1 1535 1002 62 20 1567.5 1012 Input moment vector [kip.ft]. 8757357b-4492-4135-b171-f50e32164319 Moment Vector Moment true 0 1535 1022 62 20 1567.5 1032 'True' if the load rotates with the node in large deformation analysis. 000c6154-d951-49a5-94ca-c7f187b0c6e7 Local? Local? true 0 1535 1042 62 20 1567.5 1052 Input indexes or coordinates. 20ccc7d8-680a-4201-bfde-4b2e310f7e63 Pos|Ind Pos|Ind false 049578d8-bac1-4ec5-8d7f-7ed090540024 1 1535 1062 62 20 1567.5 1072 Name of load-case. 6adb8b1d-0f8b-4313-afdf-edcb0df240ee LCase LCase true 0 1535 1082 62 20 1567.5 1092 0 0 PointDisplacement 4 0 Prescribes translation of point [ft]. 95c79d93-eb13-4bad-bee8-1588d3e40395 Translation [ft] Trans true 0 0 0 150 20 Prescribed rotation about specified axis [deg]. 1565c6ad-9682-4757-9d6f-1477e20a9452 Rotation [deg] Rot true 0 0 0 150 20 Input indexes or coordinates. b3fa74f0-2ad8-473f-848c-ecd900054ff8 Pos|Ind Pos|Ind false 0 0 0 150 20 Name of load-case. 6a0e10e6-40eb-4a01-8b24-eeadee76c9e3 LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 0 0 InitialStrain 4 0 Initial axial strain [µstrain] imposed on element. Elongation is positive. Provide either a number or a vector. In the latter case X- and Y-strains act in the corresponding local directions of shell elements. In the former case two strains of equal size will be imposed in the X- and Y-directions of shells. 48afb677-9ee1-4016-bdb3-772016bcaed2 Eps0 Eps0 true 0 0 0 150 20 Initial curvature [1/ft] imposed on element in local coordinates. Anticlockwise rotation about the local axes is positive. 187c8d67-03dc-419a-8cd3-2990a28d18a2 Kappa0 Kappa0 true 0 0 0 150 20 1 Identifiers of elements to which the pretension applies. 40c244ad-1148-4d95-8f6e-bc5a4727985c Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} false Name of load-case. f9372b9a-a0fb-4f90-9b12-aee0a4760d43 LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 0 0 Temperature 4 0 Uniform Temperature change [℉] relative to temperature at time of construction. 960d01b3-2f06-4d52-beae-48046dc1f421 Uniform change of Temperature T true 0 0 0 150 20 Linear temperature change [℉/in] imposed on the element. Positive temperature gradients produce positive rotations about the corresponding local element axes. c2f6f3f6-4f10-4517-8239-0f429261436b Linear change of Temperature ΔT true 0 0 0 150 20 1 Identifier of elements to which the temperature load applies. 3e08f833-4762-426d-94dc-d8bfe70b349c Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} false Name of load-case. ae91beb8-19d0-4059-af7c-d5f09cc81e93 LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 0 0 MeshLoad -Const. 7 0 Input surface-load vector [psf] for a uniformly distributed load. 98ba1581-fe79-4119-bbde-8b1c24a61bc1 Vector Vec false 0 0 0 150 20 Input mesh where surface load acts. 2fab0510-fa1a-49aa-8a6b-9e4ed399f20b Mesh Mesh false 0 0 0 150 20 1 Identifiers of beams or shells on which to generate loads. By default, all elements are included. da45805a-8cdd-45d4-9062-66ed3dc164bd Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} Grasshopper.Kernel.Types.GH_String false 1 List of coordinates of points where to apply approximately equivalent loads in addition to those defined via element identifiers. By default, all nodes of the model are included. 1c59631e-d651-4c54-9f51-3e93374e166f AddPos AddPos true 0 0 0 150 20 Name of load-case. a6cdb5f5-81a6-43ac-b7ad-f76036d825bf LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 Maximum number of line-load segments per 1D-element. d205eb94-f382-4f4f-9a66-d092a2b9dbe5 LineLoads per Element Loads/Elem true 0 0 0 150 20 Minimum length [ft] of line-load segments. dc74e8d5-661d-4c94-ba47-5e8ea6f684ee Minimum LineLoad Length [ft] MinLength true 0 0 0 150 20 1 1 {0} 0.5 0 0 true 3 true false false true 2 true true MeshLoad -Variable 7 0 1 Input surface-load vectors [psf]. One for each mesh-face. In case the number of faces is greater than the number of stress vectors the longest list principle applies: The last stress vector gets copied as often as necessary to have an equal number of mesh-faces and stresses. 66a65de7-a9bb-48e2-ad65-fc841c01143e Vectors Vecs false 0 0 0 150 20 Input mesh where surface load acts. 1b1afd20-1dca-478c-a69f-e72e9ce83877 Mesh Mesh false 0 0 0 150 20 1 Identifiers of beams or shells on which to generate loads. By default, all elements are included. e8b16266-5f7c-4635-bd9c-80378c56c1dc Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} Grasshopper.Kernel.Types.GH_String false 1 List of coordinates of points where to apply approximately equivalent loads in addition to those defined via element identifiers. By default, all nodes of the model are included. 9c65f53a-8e32-44e6-9bcb-8fe064df55ad AddPos AddPos true 0 0 0 150 20 Name of load-case. afe42cf1-c220-4d5b-92f6-f39b74a3680e LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 Maximum number of line-load segments per 1D-element. 0a084a10-ff42-4a2a-b872-27d21a40e8f2 LineLoads per Element Loads/Elem true 0 0 0 150 20 Minimum length [ft] of line-load segments. c5228bb7-d248-4ce9-877e-1de4d7fc9b36 Minimum LineLoad Length [ft] MinLength true 0 0 0 150 20 1 1 {0} 0.5 0 0 true 3 true false false true 2 true true 92877431-5279-4438-8305-e7329cc090b4 06126871-6c90-44c6-8d4e-8b68cc178608 Loads (Karamba3D) Creates point loads at points of given index or position. false true 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 f4a63630-9355-41e7-9abf-8de0d5023762 Loads (Karamba3D) PointLoad 1084 1024 143 152 1163 1076 Load for a structural model. 36bf589a-e50e-43f1-9014-fb29c126f115 Load Load false 0 1178 1026 47 100 1201.5 1076 Point 7 Gravity 2 0 Direction of gravity []. 3670e36f-39d9-4feb-bbe2-6be7ad07025e Vector Vec true 0 353 339 55 23 382 350.75 1 1 {0} 0 0 -1 Name of load-case. 4800cf0d-77b6-4b5b-97e2-f481ec7dc71d LCase LCase true 0 353 362 55 24 382 374.25 1 1 {0} false LC0 0 0 Point 5 0 Input force vector [kip]. ee0b5b7b-2e9c-45ca-ac31-c4dbbfb15120 Force Vector Force true 7df46318-f9ef-4bfd-8295-446d917cfa89 1 1086 1026 62 20 1118.5 1036 Input moment vector [kip.ft]. 5894b548-d496-4b27-860c-31fb2e08b9a0 Moment Vector Moment true 0 1086 1046 62 20 1118.5 1056 'True' if the load rotates with the node in large deformation analysis. 0c77d5d6-0ef3-4a85-a8d5-0728e558eeb0 Local? Local? true 0 1086 1066 62 20 1118.5 1076 Input indexes or coordinates. 1a805b97-5677-4e51-8005-4f45ea5542f0 Pos|Ind Pos|Ind false 4e6ea9de-1b94-4148-bcd5-1d6179c155e4 1 1086 1086 62 20 1118.5 1096 Name of load-case. 11c7bafc-0768-4bd8-bda0-92523f6d4417 LCase LCase true 0 1086 1106 62 20 1118.5 1116 0 0 PointDisplacement 4 0 Prescribes translation of point [ft]. 4e45310f-8778-4c34-8835-904f2db0488f Translation [ft] Trans true 0 0 0 150 20 Prescribed rotation about specified axis [deg]. 81e5065c-467d-4f0f-9d44-a9590cb85b9e Rotation [deg] Rot true 0 0 0 150 20 Input indexes or coordinates. 26b916ec-d4de-43f1-ba1a-70af9f8c2bb6 Pos|Ind Pos|Ind false 0 0 0 150 20 Name of load-case. b7416283-207c-4db6-ab58-190703b14038 LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 0 0 InitialStrain 4 0 Initial axial strain [µstrain] imposed on element. Elongation is positive. Provide either a number or a vector. In the latter case X- and Y-strains act in the corresponding local directions of shell elements. In the former case two strains of equal size will be imposed in the X- and Y-directions of shells. c79640c4-b932-48ba-ab6a-fe12553e1ad2 Eps0 Eps0 true 0 0 0 150 20 Initial curvature [1/ft] imposed on element in local coordinates. Anticlockwise rotation about the local axes is positive. dcd04348-e85b-4c6b-a2d1-07ae17b4073e Kappa0 Kappa0 true 0 0 0 150 20 1 Identifiers of elements to which the pretension applies. 21c31292-be36-4f3e-8da6-20ec3071585b Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} false Name of load-case. b8e330fc-56fb-4d46-a615-753c079ad130 LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 0 0 Temperature 4 0 Uniform Temperature change [℉] relative to temperature at time of construction. 82603646-a1f5-43da-8389-205ab546cbd8 Uniform change of Temperature T true 0 0 0 150 20 Linear temperature change [℉/in] imposed on the element. Positive temperature gradients produce positive rotations about the corresponding local element axes. cdbd5b8e-e75c-4570-906e-2c52b43cc29b Linear change of Temperature ΔT true 0 0 0 150 20 1 Identifier of elements to which the temperature load applies. 9ccc159c-9129-4e5b-84d3-b5bff1a00d41 Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} false Name of load-case. 79d1ad0f-b58e-4989-b65c-6f0ff7c5903d LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 0 0 MeshLoad -Const. 7 0 Input surface-load vector [psf] for a uniformly distributed load. a179f311-9712-4a5d-bdda-c59b981526e5 Vector Vec false 0 0 0 150 20 Input mesh where surface load acts. ea735e88-d13a-43d1-8e10-3bde11ae2626 Mesh Mesh false 0 0 0 150 20 1 Identifiers of beams or shells on which to generate loads. By default, all elements are included. 2648ee45-86d2-4f19-a595-af5da7b79fed Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} Grasshopper.Kernel.Types.GH_String false 1 List of coordinates of points where to apply approximately equivalent loads in addition to those defined via element identifiers. By default, all nodes of the model are included. 76076a77-3ea3-4fc3-a708-718e59656c27 AddPos AddPos true 0 0 0 150 20 Name of load-case. 4bdb09e1-63fd-40a2-bac0-b9ccbf689629 LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 Maximum number of line-load segments per 1D-element. f58a7ad9-d3b7-4fac-bf59-4393c11964e3 LineLoads per Element Loads/Elem true 0 0 0 150 20 Minimum length [ft] of line-load segments. 574e9bed-7b5f-4602-9dae-387c15f75908 Minimum LineLoad Length [ft] MinLength true 0 0 0 150 20 1 1 {0} 0.5 0 0 true 3 true false false true 2 true true MeshLoad -Variable 7 0 1 Input surface-load vectors [psf]. One for each mesh-face. In case the number of faces is greater than the number of stress vectors the longest list principle applies: The last stress vector gets copied as often as necessary to have an equal number of mesh-faces and stresses. bc686ccc-f998-47e1-864e-bba7c91e9217 Vectors Vecs false 0 0 0 150 20 Input mesh where surface load acts. a5897e43-3d40-46bd-beca-573d8c7aa2a1 Mesh Mesh false 0 0 0 150 20 1 Identifiers of beams or shells on which to generate loads. By default, all elements are included. dab4b721-3c4a-4f21-be97-4ace026fa43f Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} Grasshopper.Kernel.Types.GH_String false 1 List of coordinates of points where to apply approximately equivalent loads in addition to those defined via element identifiers. By default, all nodes of the model are included. d82d97a7-5998-4d9e-b18c-4e85d043897c AddPos AddPos true 0 0 0 150 20 Name of load-case. e609c5df-2eed-4e13-82d8-3e7e16e53848 LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 Maximum number of line-load segments per 1D-element. c35e1a59-d3a3-4989-9822-ffab11638a9f LineLoads per Element Loads/Elem true 0 0 0 150 20 Minimum length [ft] of line-load segments. 08949ec8-db1a-4d51-8dcb-c963bf19cb24 Minimum LineLoad Length [ft] MinLength true 0 0 0 150 20 1 1 {0} 0.5 0 0 true 3 true false false true 2 true true c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 3 150;190;190;190 A group of Grasshopper objects 049578d8-bac1-4ec5-8d7f-7ed090540024 7e9ab22a-460a-40cf-ba5b-9e7d91b05bb2 4e6ea9de-1b94-4148-bcd5-1d6179c155e4 a6542544-d0c2-4e87-8a29-9ad899e42977 bce59b36-0f6f-49ef-8150-3fcdc4c857d0 f4a63630-9355-41e7-9abf-8de0d5023762 c602e2ec-ce00-4a7a-9902-de75de59db11 6f6344ce-dc3c-4200-a770-24fb7b205c16 0130cae5-c7a0-4377-82dd-e91b680f4cc8 181cb5be-1869-40b7-a1c6-91e443293340 45e4cad8-b808-41e9-881e-efd66147cb57 cf8ed6d6-1a68-4f57-8ee7-d6d98dc89aa9 ec76b49e-feb4-4d2f-bac1-c2ce50c72e45 4fcd0426-4397-4287-ba4c-dd8246842163 68fbe55d-8823-4a93-8e01-1d6c3fe8f62f 15 0a4e6942-1bf2-4e5e-aa64-7b7c53a190f7 Group V4 - Shared Setup: Geometry, Supports & Loads c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 3 150;200;150;90 A group of Grasshopper objects 4cc2822a-446a-4da5-b952-c3479a03d4e7 675bf60b-cecd-4092-a948-db34475b0576 decf3e6d-8f10-4508-a3a0-2c36d795ec84 bfa5112e-0d02-46cd-8f31-b0278e848373 b62fdf74-112c-4243-bd6d-28bd77030b94 a66c7d92-f1c2-4bee-909a-c6d4d22a6b77 d1a5e556-cb2f-4fda-acac-e08f00ce2f04 a7c006da-0e97-409f-afa7-82a13eefc5a7 f5f8ced1-4fee-458f-abd2-abe8c973c067 4565b9f4-a584-42d1-950c-9d60a5dcd2d6 3c5b15c8-0f3d-4005-bff1-297352565fce 11 f8d9aa73-c953-4c79-8cc3-b5d98bb0cd9a Group V4 - Timber Beam Analysis c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 3 150;120;150;190 A group of Grasshopper objects a63d9387-04a4-4790-9111-98b753fe566e a19ddcad-2ace-4ed3-aae5-fbdff986ad00 eff19ab4-7d94-420f-a5af-b7a235fc4eb2 02b5a00f-c6f2-4d42-9c7b-0485d34f48c6 1159efe4-efa1-4ed6-a583-85428ecbc275 6988e892-80bb-4097-ad69-febff619c726 5de48718-7985-43d8-b1d8-0221d4953b7f a3afe4cb-485b-4ddc-a02a-009d6a7a64ec 4cdbbbc1-8aa7-4ca5-b27d-c791e282fee9 a7214bb7-a4b7-4f0d-b132-5364f5a70384 10 885ea4af-aa4b-40a0-a213-5bfaa00c072f Group V4 - Steel Beam Analysis c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 3 150;160;160;160 A group of Grasshopper objects b41bb2c5-8e0a-4ca0-bc34-4219b156c4f9 0f5c050c-1d86-4dc9-a6f2-586f00e0b7d4 c4e545da-17f1-4b02-9afe-b424bc6872b1 66c6abd3-88a9-44b3-a718-efb003615618 96191036-4869-4b91-b2d5-3981fd1d3d93 db8e1c32-72e4-4404-a46d-da4022eccc67 a4cf60ec-5e0b-4d53-a10e-248154b396e3 18d355a6-5ed5-4de3-a6b1-d2298c967fac 2bde8a72-f574-47d1-a46f-71519dea4906 a52ed7ad-0615-4fca-b4f4-07ec75273324 f67d5905-e13b-4453-8075-fccae428727f 11 a54fdaaf-d1c1-4ebb-ac90-e3dfc961e977 Group V4 - Concrete Beam Analysis c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 3 150;120;200;130 A group of Grasshopper objects 103a6bc2-984e-4dfe-8eb1-b12587b0d374 162f3b9d-d250-403e-b9de-3e37f107b166 b7ff77ab-6c8e-4afe-a6ae-7ed88c04bc18 5963ac7f-c3f1-49e2-a8b0-ef5206648b2a 32dd4b55-a0f0-47ac-bb29-4ea8b7958693 81459cbb-b266-464c-a0dc-a9d0c983f23d 7d436af7-d0eb-4b85-b6c7-2e8a11e52e81 21b1c293-ea08-4487-989e-30f3fdff679a 6d908923-526a-4382-b64a-3d9c32f70f23 4c49a37d-2d28-4cc3-883a-c89e317cd0c4 3367d2c5-0f78-4d76-9561-ac0046f59c93 4e606724-a2e3-41c8-88f8-328ab15d3e9c c0883df4-ac84-484d-8d18-e0a36ffbe0be 09ff9b63-f010-423e-ab92-be46e0060e3d 14 dedc458c-d7b6-48af-878f-4db7f96c7b75 Group V4 - Cross-Section Optimization 57da07bd-ecab-415d-9d86-af36d7073abc V4_E_Timber Numeric slider for single values 65977540-1fa4-4960-bacd-dee7dce7b3cb V4_E_Timber V4_E_Timber false 0 158 1585 194 20 0 1 0 2500000 800000 0 1600000 57da07bd-ecab-415d-9d86-af36d7073abc V4_fy_Timber Numeric slider for single values 235a0364-08ea-4abb-bab3-927fd1a1516a V4_fy_Timber V4_fy_Timber false 0 158 1645 198 20 0 1 0 3000 500 0 2300 57da07bd-ecab-415d-9d86-af36d7073abc V4_E_Steel Numeric slider for single values 3cba9045-f31f-4463-b0ee-8b9eeaf6d0d6 V4_E_Steel V4_E_Steel false 0 79 2354 184 20 79.358246 2354.3062 0 1 0 35000000 15000000 0 29000000 57da07bd-ecab-415d-9d86-af36d7073abc V4_fy_Steel Numeric slider for single values 6fce0d89-3439-4ea0-8f11-4d91df330970 V4_fy_Steel V4_fy_Steel false 0 79 2414 187 20 79.358246 2414.3062 0 1 0 60000 20000 0 50000 57da07bd-ecab-415d-9d86-af36d7073abc V4_E_Concrete Numeric slider for single values d34bfeeb-71ce-434a-8b59-8582dcfca2fd V4_E_Concrete V4_E_Concrete false 0 150 3010 204 20 0 1 0 5000000 2000000 0 3600000 57da07bd-ecab-415d-9d86-af36d7073abc V4_fy_Concrete Numeric slider for single values 498360e7-24a1-4a58-9179-794cacb20d94 V4_fy_Concrete V4_fy_Concrete false 0 150 3070 207 20 0 1 0 5000 200 0 4000 57da07bd-ecab-415d-9d86-af36d7073abc V4_Height Numeric slider for single values fc8c50a2-ad1f-436b-b9b5-ce0241a658c2 V4_Height V4_Height false 0 151 1434 183 20 151.96484 1434.937 1 1 0 24 6 0 6 57da07bd-ecab-415d-9d86-af36d7073abc V4_Width Numeric slider for single values 54e0b702-20f6-4b3e-8a42-cc70e47d4ea2 V4_Width V4_Width false 0 148 1399 180 20 148.71771 1399.5725 1 1 0 12 3 0 12 57da07bd-ecab-415d-9d86-af36d7073abc V4_LoadFactor Numeric slider for single values 4502e8da-1808-41e8-a9a2-ad8776915c26 V4_LoadFactor V4_LoadFactor false 0 582 1222 204 20 582.62897 1222.457 2 1 0 6 0.5 0 1 57da07bd-ecab-415d-9d86-af36d7073abc V4_TargetUtil Numeric slider for single values 2dd08fb4-4f01-48e3-8a47-31351752ea29 V4_TargetUtil V4_TargetUtil false 0 3235 4986 198 20 3235.113 4986.6484 2 1 0 1 0.02 0 0.62 a3371040-e552-4bc8-b0ff-10a840258e88 Negative Compute the negative of a value. 1ed4dcbb-649a-4726-80e4-1285e19ece82 Negative Neg 478 1590 61 41 507 1611 Input value a8d8dd1c-e59c-4d56-9f61-dbdf9ea7b18e Value x false 235a0364-08ea-4abb-bab3-927fd1a1516a 1 480 1592 12 37 487.5 1610.5 Output value b39e2ca4-6a0c-4206-b819-5e68c38ba865 Result y false 0 522 1592 15 37 529.5 1610.5 a3371040-e552-4bc8-b0ff-10a840258e88 Negative Compute the negative of a value. 3e70c592-5ff4-4442-9944-9bfd05735462 Negative Neg 306 2378 61 41 335 2399 Input value af0a4416-3833-48b4-8928-acc4daaea51a Value x false 6fce0d89-3439-4ea0-8f11-4d91df330970 1 308 2380 12 37 315.5 2398.5 Output value 9fe42098-7f42-4589-85c2-bdf1e5f3932e Result y false 0 350 2380 15 37 357.5 2398.5 a3371040-e552-4bc8-b0ff-10a840258e88 Negative Compute the negative of a value. 3b2684aa-2695-45d4-9801-037485970960 Negative Neg 413 3184 61 41 442 3205 Input value e953cd8a-ab9c-4f1c-bded-ef893543cb69 Value x false 498360e7-24a1-4a58-9179-794cacb20d94 1 415 3186 12 37 422.5 3204.5 Output value 299dbc58-e198-4e1c-a803-f11593616135 Result y false 0 457 3186 15 37 464.5 3204.5 ce46b74e-00c9-43c4-805a-193b69ea4a11 Multiplication Mathematical multiplication 0807e4f7-98d6-4488-9473-18fdc7be29c1 Multiplication A×B 811 1208 65 44 842 1230 2 8ec86459-bf01-4409-baee-174d0d2b13d0 8ec86459-bf01-4409-baee-174d0d2b13d0 1 8ec86459-bf01-4409-baee-174d0d2b13d0 First item for multiplication 133bc034-fee7-433c-8a7d-80a2cf745544 A A true 181cb5be-1869-40b7-a1c6-91e443293340 1 813 1210 14 20 821.5 1220 Second item for multiplication 3a9f73f5-a1a3-47d3-9db1-63c2d60dfad2 B B true 4502e8da-1808-41e8-a9a2-ad8776915c26 1 813 1230 14 20 821.5 1240 The result of the Multiplication 59a4dd74-883d-456d-b362-083325a57045 Result R false 0 857 1210 17 40 865.5 1230 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 4f059f1c-f4aa-42a0-9675-7fbc39fe9f50 Panel false 0 0 V4_LoadMag_lbf = magnitude [lbf] of EACH of the two interior point loads. V4_LoadFactor scales both loads together. (This model's unit system is Imperial throughout -- Karamba's Loads component expects force in lbf here, not kN, matching the psi/in/lbf units used by Material and Cross-section.) 375 1003 160 253 0 0 0 375.04 1003.32446 255;255;250;90 true true true false false true 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 7799262f-047d-49bf-8053-7624d0454424 Panel V4_CandidateHeights_in false 0 0 Candidate pool (13): Steel 2/3/4/6/8/10in, Concrete 2/3/4/6in, Timber 2/3/4in -- same 5.3in width/0.5in flange/0.3in web across all. List order is Timber, Concrete, Steel (cheapest-by-weight first); Optimize picks the FIRST candidate in that order whose utilization clears the target -- it does not compare mass across materials. All 3 beam segments share one GroupId (V4_OptBeam) so the whole beam always gets one uniform height/width/material. Drag V4_TargetUtil: ~0.03-0.26 -> Steel, ~0.35-0.75 -> Concrete, ~0.9-0.95 -> Timber. 29 1235 340 100 0 0 0 29.209564 1235.2874 255;255;250;90 true true false false false true 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values 77dc1d66-8bfa-4679-b527-e41a164688b1 Number Slider false 0 4249 2775 163 20 4249.6504 2775.5862 3 1 1 10 0 0 4 e9eb1dcf-92f6-4d4d-84ae-96222d60f56b Move Translate (move) an object along a vector. 40a99e9b-b1c8-4695-b1ff-7732e2f3463f Move Move 4517 2774 67 50 4549 2799 Base geometry cce1263a-9a0a-40a8-9da7-808146b94e8d Geometry G true 3acd152f-573e-4df0-8ec0-729c91c56a15 1 4519 2776 15 23 4528 2787.5 Translation vector cb4de4b9-c87d-49d4-9cec-dcc78e00a4b2 Motion T false 8b83e10c-42eb-4e68-aa18-daa3aa96983d 1 4519 2799 15 23 4528 2810.5 1 1 {0} 0 0 10 Translated geometry 82a8a492-70d1-41be-bb93-dd68f761db7c Geometry G false 0 4564 2776 18 23 4573 2787.5 Transformation data 252fd90f-32d4-4d9e-b8a9-036f52728753 Transform X false 0 4564 2799 18 23 4573 2810.5 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values d78419c3-1135-4e97-aa20-c2135145049f Number Slider false 0 4249 2743 163 20 4249.586 2743.551 3 1 1 10 0 0 6 e9eb1dcf-92f6-4d4d-84ae-96222d60f56b Move Translate (move) an object along a vector. 4f3a85d6-73bb-4609-be5c-a27d3dc233c8 Move Move 4515 2719 67 50 4547 2744 Base geometry 0756f68e-5238-4935-bde3-e40de9c953c1 Geometry G true 041a4a4c-4d6a-4ee4-82cf-82dc3854e603 1 4517 2721 15 23 4526 2732.5 Translation vector c1414aa8-b6cb-453f-bf87-3c5875f60c2d Motion T false 707215f3-7383-46ec-a16f-9830f829598c 1 4517 2744 15 23 4526 2755.5 1 1 {0} 0 0 10 Translated geometry ea7f4f6b-f86b-4166-a955-8dcd90b1a8b5 Geometry G false 0 4562 2721 18 23 4571 2732.5 Transformation data 71bade14-70a6-400a-848c-447474af0905 Transform X false 0 4562 2744 18 23 4571 2755.5 d3d195ea-2d59-4ffa-90b1-8b7ff3369f69 Unit Y Unit vector parallel to the world {y} axis. fa722404-df33-4dc0-89de-048e5275cac3 Unit Y Y 4430 2739 63 28 4459 2753 Unit multiplication 2438768d-1dad-4956-9107-d654a222229f Factor F false d78419c3-1135-4e97-aa20-c2135145049f 1 4432 2741 12 24 4439.5 2753 1 1 {0} 1 World {y} vector 707215f3-7383-46ec-a16f-9830f829598c Unit vector V false 0 4474 2741 17 24 4482.5 2753 d3d195ea-2d59-4ffa-90b1-8b7ff3369f69 Unit Y Unit vector parallel to the world {y} axis. 7dbfc495-cdf2-4980-901f-30d3d5dd5a56 Unit Y Y 4430 2771 63 28 4459 2785 Unit multiplication 3f4f75c9-b522-40df-a446-dcec1de4c8a5 Factor F false 77dc1d66-8bfa-4679-b527-e41a164688b1 1 4432 2773 12 24 4439.5 2785 1 1 {0} 1 World {y} vector 8b83e10c-42eb-4e68-aa18-daa3aa96983d Unit vector V false 0 4474 2773 17 24 4482.5 2785 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values 11f6adf7-7a6f-4669-a6a3-f1ba4523887f Number Slider false 0 4251 2810 163 20 4251.212 2810.3513 3 1 1 10 0 0 8 e9eb1dcf-92f6-4d4d-84ae-96222d60f56b Move Translate (move) an object along a vector. 5c8b0b11-9009-4934-b6ec-b8e2cca7cdb9 Move Move 4520 2828 67 50 4552 2853 Base geometry cb116660-2aed-4333-9d61-af3ea3b9fc13 Geometry G true 7d979005-d4fd-4d90-be94-2ed6f25dbbcd 1 4522 2830 15 23 4531 2841.5 Translation vector e8f9b329-7988-4333-a251-9b26c38ab764 Motion T false b2d2463f-2997-4d1e-b02a-bd0805755fc2 1 4522 2853 15 23 4531 2864.5 1 1 {0} 0 0 10 Translated geometry 2e7ca25c-d072-4236-94d2-5851db6f0c8a Geometry G false 0 4567 2830 18 23 4576 2841.5 Transformation data 78f23140-b07a-42a5-8d18-16ef38f6d432 Transform X false 0 4567 2853 18 23 4576 2864.5 d3d195ea-2d59-4ffa-90b1-8b7ff3369f69 Unit Y Unit vector parallel to the world {y} axis. 3ac9cf01-2ec7-4974-8b30-a82c73e687bf Unit Y Y 4432 2806 63 28 4461 2820 Unit multiplication 27ad65a7-576b-4f4d-9256-cc2c3ad42721 Factor F false 11f6adf7-7a6f-4669-a6a3-f1ba4523887f 1 4434 2808 12 24 4441.5 2820 1 1 {0} 1 World {y} vector b2d2463f-2997-4d1e-b02a-bd0805755fc2 Unit vector V false 0 4476 2808 17 24 4484.5 2820 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values c7ea2181-1dc6-46c8-91ca-543f61467a8e Number Slider false 0 4247 2715 163 20 4247.164 2715.067 3 1 1 10 0 0 2 e9eb1dcf-92f6-4d4d-84ae-96222d60f56b Move Translate (move) an object along a vector. 28efb9e7-a40f-4c1e-af98-4db5aea52b75 Move Move 4513 2663 67 50 4545 2688 Base geometry 898b9b14-f3fb-49a8-9efb-d5c45badd9a5 Geometry G true 2357805e-c1c7-4b68-9f1a-37afff915127 1 4515 2665 15 23 4524 2676.5 Translation vector 84cf111f-7c45-4fd2-96ad-7d62d48468e1 Motion T false 6e4d9d8d-d129-488e-8cfb-d060135fd069 1 4515 2688 15 23 4524 2699.5 1 1 {0} 0 0 10 Translated geometry 9b89c241-b906-47d5-bc6c-8a3df52dfb9c Geometry G false 0 4560 2665 18 23 4569 2676.5 Transformation data 1d00a23c-bba3-4c25-b981-5baa96ea819d Transform X false 0 4560 2688 18 23 4569 2699.5 d3d195ea-2d59-4ffa-90b1-8b7ff3369f69 Unit Y Unit vector parallel to the world {y} axis. a692be19-51b3-4f26-841a-e35a14230170 Unit Y Y 4431 2702 63 28 4460 2716 Unit multiplication 6320197d-abb1-45d5-aacb-041eb8c80392 Factor F false c7ea2181-1dc6-46c8-91ca-543f61467a8e 1 4433 2704 12 24 4440.5 2716 1 1 {0} 1 World {y} vector 6e4d9d8d-d129-488e-8cfb-d060135fd069 Unit vector V false 0 4475 2704 17 24 4483.5 2716 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values a0df7e47-062c-497d-a18d-68f657a6ee13 Panel V4_OptChosenName false 0 54f1fe97-3e19-45c7-8895-f68c9a55c56e 1 Double click to edit panel content… 3300 4726 160 100 0 0 0 3300.059 4726.668 255;255;250;90 true true true false false true 2cab506b-c3ca-4da0-a5fe-6579603e43a7 06126871-6c90-44c6-8d4e-8b68cc178608 Disassemble Model (Karamba3D) Decomposes a model into its components. true e28e2329-8373-477a-8cb0-be6f501ec868 Disassemble Model (Karamba3D) Disassemble 2710 4664 121 224 2765 4776 Model to be disassembled. dcdc0383-dc9f-4169-84bd-289ea9c42ea8 Model Model false 93b7a6e0-24c4-45d9-9f1b-f08a2ab287a1 1 2712 4666 38 220 2732.5 4776 Disassembled model. 8cc9984f-5a7b-4b77-9b7b-3661e99e1dcc Model Model false 0 2780 4666 49 20 2804.5 4676 Nodes of the model. 89902ef3-46f6-4882-9af8-b7093a0a3270 Point Pt false 0 2780 4686 49 20 2804.5 4696 Beams(s) of the model. f7177c8d-65f0-40ef-ba7b-1195f1bf7dd7 Beam Beam false 0 2780 4706 49 20 2804.5 4716 Shell(s) of the model. cd55d2fb-b7ae-4e73-86c0-42f6ae02c7e2 Shell Shell false 0 2780 4726 49 20 2804.5 4736 Support(s) of the model. 557e8871-e297-467d-ab02-1d51657c1991 Support Support false 0 2780 4746 49 20 2804.5 4756 Load(s) of the model. 77a94c0f-7f47-4b26-8066-470670631c69 Load Load false 0 2780 4766 49 20 2804.5 4776 Only the line connected to active beams will be output. Use this to e.g., extract the result of ESO-calculations. 082a5429-38d6-4dfa-b03d-55725b813439 Line Line false 0 2780 4786 49 20 2804.5 4796 Meshes of to shells. 1d0146f3-204e-424a-95ee-064fa8f10c9f Mesh Mesh false 0 2780 4806 49 20 2804.5 4816 Cross-sections of the model which were provided directly at the assemble component. Those cross-sections which were defined directly at the elements can be retrieved via 'Disassemble Element'. 3a6e3eda-3f2b-452f-9068-525335710b8b Cross-section CroSec false 0 2780 4826 49 20 2804.5 4836 Materials(s) of the model which were provided directly at the assemble component. Those materials which were defined directly at the cross sections can be retrieved via 'Disassemble Cross-section. c2e68b49-6a43-4abd-b5f3-2de77f83acbf Material Mat false 0 2780 4846 49 20 2804.5 4856 Joint(s) of the model. 0f14e82b-18b2-4e9d-9015-5236dca62311 Joint Joint false 0 2780 4866 49 20 2804.5 4876 9591ed2c-eb52-464e-bec1-8eaaa49a491d 06126871-6c90-44c6-8d4e-8b68cc178608 Disassemble Element (Karamba3D) Disassembles elements into their components. false true 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 6a8c9065-da1a-452f-be8b-99bac21184c1 Disassemble Element (Karamba3D) Disassemble 2910 4630 117 192 2957 4702 Beam or shell to disassemble. 9e08329c-709b-4df5-8d74-2b0396f2ea21 Element Elem false f7177c8d-65f0-40ef-ba7b-1195f1bf7dd7 1 2912 4632 30 140 2928.5 4702 Disassembled Element. 8f824101-ce5a-41cc-83ba-4843a7507027 Element Elem false 0 2972 4632 53 20 2998.5 4642 Identifier of the element. 0bd0d608-9ff6-4aa7-a352-ef84fb70d06d Element Identifier ElemId false 0 2972 4652 53 20 2998.5 4662 Disassemble 1 Disassemble 0 0 18 0 Longitudinal axis of beam or mesh of middle surface of shell. b62b627f-835d-4479-ac37-14fbae2779ef Axis of Element Axis false 0 3020 4781 5 0 2998.5 4781 Cross-section of the element. de4f9cb7-d98c-498f-809d-1d2329cb877a Cross-section CroSec false 0 2972 4672 53 20 2998.5 4682 Joint definition of the beam. Null indicates the absence of joint definitions. 09edaedb-0084-4750-9fa0-74f9b1535e33 Joint Joint false 0 2972 4692 53 20 2998.5 4702 Material of the element. 7387f34a-c335-4f0c-a681-06c2c618103c Material Mat false 0 2972 4712 53 20 2998.5 4722 Plane oriented according to the beams local coordinate system. Returns 'null' after model assembly, since from then on only node indexes are stored. e2d5ce3c-a498-492d-a168-9a79f47f52f1 Local Coordinate System LCoSys false 0 3020 4781 5 0 2998.5 4781 True if the element is active. a9ba70c1-d9f6-47ee-a71b-aafe8a86cd0b Element is Active Active false 0 2972 4732 53 20 2998.5 4742 True if a beam has bending stiffness. Otherwise, it is a truss. 54cff968-947e-4f79-896e-bf8f0242a619 Bending Bending false 0 2972 4752 53 20 2998.5 4762 Part of beam eccentricity [in] which is defined in local beam coordinates. 881d0284-2503-4bb1-b960-30b152cc1bdf Local Eccentricity [in] EcceLoc false 0 3020 4781 5 0 2998.5 4781 Part of beam eccentricity [in] which is defined in global coordinates. 8dbbcb26-b40b-4a73-a466-0bb6c0035574 Global Eccentricity [in] EcceGlo false 0 3020 4781 5 0 2998.5 4781 If true cross section optimization of the element is done considering buckling. Deactivating buckling can be useful for simulating slender elements which you want to pretension in the real structure but not in the numerical model. da735bae-3149-4d06-bdc3-0cca74dd625e Consider Buckling Buckling false 0 3020 4813 5 0 2998.5 4813 Buckling length [ft] of beam in local Y-direction. A negative value indicates that the value was determined automatically. 969e7dc6-bd6c-45ee-a4ff-150fa39f10ab Buckling Length Y [ft] BklLenY false 0 3020 4813 5 0 2998.5 4813 Buckling length [ft] of beam in local Z-direction. A negative value indicates that the value was determined automatically. d611005c-f919-4e86-b486-1837989ed819 Buckling Length Z [ft] BklLenZ false 0 3020 4813 5 0 2998.5 4813 Buckling length [ft] of beam for lateral torsional buckling. A negative value indicates that the value was determined automatically. 0ec08874-2cf1-48dd-a054-a28b19686757 Buckling Length LT [ft] BklLenLT false 0 3020 4813 5 0 2998.5 4813 Distance of transverse load [in] from the centre of shear of the cross section. Is positive if the load points towards the shear centre and acts destabilizing for lateral torsional buckling. bed01aa4-d905-4492-a54a-9f2bf4cdece5 lg [in] lg false 0 3020 4813 5 0 2998.5 4813 Normal force [kip] that induces second order effects. Tension is positive, compression negative. 8d2dfb75-4232-4e98-8be2-63051a69da1b NII [kip] NII false 0 3020 4813 5 0 2998.5 4813 Set X-Orientation of the element: Flips e.g., X-axis of the beam if it points in opposite direction to this vector. 4433329b-84dc-47e9-aaf0-ad4ee9f084b8 X-Orientation X-Ori false 0 3020 4797 5 0 2998.5 4797 New orientation of the local Z-axis of the element. cd1b3340-6335-4a66-a9b5-fcc9bea80dd9 Z-Orientation Z-Ori false 0 3020 4797 5 0 2998.5 4797 Rotation angle about local X-axis [deg] in addition to orientation given by orientation vector. 34e90e50-b3d1-48b8-b02a-cfcd8da97d71 Alpha [deg] Alpha false 0 3020 4797 5 0 2998.5 4797 false false false a15e302e-c186-4cec-b7b8-f187f0a2d904 06126871-6c90-44c6-8d4e-8b68cc178608 Disassemble Cross Section (Karamba3D) (2) Disassembles cross-sections into their components. false true 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 8af6fa9f-c75b-4575-9998-99e67e6428bd Disassemble Cross Section (Karamba3D) (2) Disassemble 3115 4661 135 172 3173 4723 Cross section to disassemble. 8063e41a-4652-49a6-bfcb-8d4244666a10 CroSec CroSec false de4f9cb7-d98c-498f-809d-1d2329cb877a 1 3117 4663 41 120 3139 4723 Cross-section which was disassembled. e243ab32-6bdc-403b-bc5d-eb69f82973fe Cross-section CroSec false 0 3188 4663 60 20 3218 4673 Family name of cross-section defines a group of cross-sections for cross-section optimization. 7ea7ef6d-85fa-4c88-a4c7-8f7e51f2f6d5 Family name of cross-section Family false 0 3188 4683 60 20 3218 4693 The Type name serves to identify a cross-section uniquely upon selection from a cross-section table. 54f1fe97-3e19-45c7-8895-f68c9a55c56e Type name of cross-section Name false 0 3188 4703 60 20 3218 4713 Identifiers of elements to attach cross-section to. acd7e0df-e2e7-4ec8-8d60-4c2f83c5c55e Elem Identifiers ElemIds false 0 3188 4723 60 20 3218 4733 Colour of the cross-section. b19af855-4a66-425c-8219-925d15af9ec6 Colour Colour false 0 3188 4743 60 20 3218 4753 Basic material attached to the cross-section. 8b5416c7-64e2-4d7f-9e5e-42568fd36401 Material Mat false 0 3188 4763 60 20 3218 4773 Disassemble 1 Disassemble 0 0 22 0 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. b914711a-1cf6-4840-b63e-9e827021b5bb Local Eccentricity [in] EcceLoc false 0 3243 4792 5 0 3218 4792 Heights [in] of the cross-section. Shell cross sections can have more than one height. 4e0bd3ae-67ae-45ad-8c94-d35bcbf6f0b9 Heights [in] Heights false 0 3243 4792 5 0 3218 4792 Distance of centre of gravity of the cross section from the upper cross section boundary [in]. 736b5653-d084-4e8e-92c4-52b1399c6d16 Z-Position of centre of gravity zs false 0 3243 4792 5 0 3218 4792 Distance of centre of shear of the cross section from the upper cross section boundary [in]. f8bae763-3b7e-4d4f-9ae9-c475306a0000 Position of centre of shear zm false 0 3243 4792 5 0 3218 4792 Maximum width [in] of the cross-section. b53a1b0f-3944-4607-af73-b3fdb31e0b3c Maximum width [in] MaxWidth false 0 3243 4792 5 0 3218 4792 Cross section area [in²]. b724f635-d869-4e44-9329-0f545a2125ac Area [in²] A false 0 3243 4808 5 0 3218 4808 Equivalent shear area [in²] for shear in local Y-direction. 1aea8707-a8e1-480f-9f52-a32ee2bac3be AreaY [in²] Ay false 0 3243 4808 5 0 3218 4808 Equivalent shear area [in²] for shear in local Z-direction. b58c7afb-14a2-4beb-8298-3c57f57ccd23 AreaZ [in²] Az false 0 3243 4808 5 0 3218 4808 Moment of inertia [in⁴] about the local Y-Axis. d01455da-22ac-4cc0-b383-2e335be5d3f8 Iy [in⁴] Iy false 0 3243 4808 5 0 3218 4808 Moment of inertia [in⁴] about the local Z-Axis. 97151b8c-d754-4c89-a65a-3b01ffd8edd2 Iz [in⁴] Iz false 0 3243 4808 5 0 3218 4808 Primary torsional moment of inertia [in⁴] about the local X-Axis. 8e739f98-d788-411f-8825-6eedf53b6358 Ipp [in⁴] Ipp false 0 3243 4808 5 0 3218 4808 Warping torsional constant [in⁶]. 7ec0e528-fc7d-4cf9-ab6e-d2faa16bccb4 Cw [in⁶] Cw false 0 3243 4808 5 0 3218 4808 Resistance moment [in³] about the local Y-Axis. A positive moment My causes a positive stress. 230d1353-a909-4af7-a252-d9bc2be1c1d9 Wely+ [in³] Wely+ false 0 3243 4824 5 0 3218 4824 Resistance moment [in³] about the local Y-Axis. A positive moment My causes a negative stress. fec2a197-d65a-425c-9305-030b19468925 Wely- [in³] Wely- false 0 3243 4824 5 0 3218 4824 Plastic resistance moment [in³] about the local Y-Axis. 7f735495-9670-4042-943d-c558e5030d10 Wply [in³] Wply false 0 3243 4824 5 0 3218 4824 Resistance moment [in³] about the local Z-Axis. A positive moment Mz causes a positive stress. 9378ca64-9854-4cf4-8d62-fb1a8952b6ec Welz+ [in³] Welz+ false 0 3243 4824 5 0 3218 4824 Resistance moment [in³] about the local Z-Axis. A positive moment Mz causes a positive stress. 046f48e3-785b-4371-9966-9f8ae779c728 Welz- [in³] Welz- false 0 3243 4824 5 0 3218 4824 Plastic resistance moment [in³] about the local Z-Axis. 04b3d34d-0b42-4e83-942a-d245df895b92 Wplz [in³] Wplz false 0 3243 4824 5 0 3218 4824 Minimum torsional resistance moment [in³]. ceb867b6-0f7b-4d68-85f2-723d9a71f758 Wt [in³] Wt false 0 3243 4824 5 0 3218 4824 Buckling coefficient about local Y-axis according to EC3. 0ff0e42a-1620-48a1-bd8b-0bf060f81915 alphaY alphaY false 0 3243 4824 5 0 3218 4824 Buckling coefficient about local Z-axis according to EC3. 734888fb-912c-40fa-b02f-1cad9794cf59 alphaZ alphaZ false 0 3243 4824 5 0 3218 4824 Coefficient for lateral torsional buckling according to EC3. 9c05c87c-1e82-48fc-8580-849264c8ea11 alphaLT alphaLT false 0 3243 4824 5 0 3218 4824 false false false 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values e4445de7-e233-4574-ae63-2a99c3c2ca11 Panel V4_OptCandidateList_Live false 0 f877d034-dccc-4dc1-96e0-8d3404332702 1 Double click to edit panel content… 3741 3874 632 350 0 0 0 3741.9453 3874.08 255;255;250;90 true true true false false true f201e873-4df8-400f-9d75-92e1963ad371 06126871-6c90-44c6-8d4e-8b68cc178608 Cross-section (Karamba3D) Creates rectangular, trapezoid, and triangular hollow cross sections. false true 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 289cc7bd-fe28-4826-a2ac-ca80983529ba Cross-section (Karamba3D) I-Section 2914 4285 153 312 3003 4417 Family name of cross-section defines a group of cross-sections for cross-section optimization. 05450d81-b4e5-4412-bf7e-76e77fff888c Family name of cross-section Family true 0 2916 4287 72 20 2953.5 4297 1 1 {0} false DefaultCroSec The name serves to identify a cross-section uniquely upon selection from a list of cross-sections. 25c7d8ed-580a-40bb-a2f7-e401826b1ba8 Name of cross-section Name true 0 2916 4307 72 20 2953.5 4317 1 6 {0} false St-2x5.3 false St-3x5.3 false St-4x5.3 false St-6x5.3 false St-8x5.3 false St-10x5.3 Identifier of beam or beam with identifier to attach cross-section to. 2da3eee2-3364-40aa-857e-4179809d4ac2 Element|Identifier Elem|Id true 0 2916 4327 72 20 2953.5 4337 Colour of the cross section. ee30c56a-64ca-4547-9c09-a5c3245cf9ef Colour Colour true 0 2916 4347 72 20 2953.5 4357 Cross-section which was created. b286681b-f772-4bf4-ace9-7dfe435eca7b Cross-section CroSec false 0 3018 4287 47 260 3041.5 4417 I 9 I 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 3ca4ffd7-f320-4afa-be2c-d8ed6935238b Material Mat true 8fa5e003-82fc-4e1f-a678-eee45583a594 1 2916 4367 72 20 2953.5 4377 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. ab6ea372-e5c1-4520-a8f1-2bd3646182e4 Local Eccentricity [in] EcceLoc true 0 2916 4387 72 20 2953.5 4397 Height [in] of cross-section. b2b0a9a5-ad07-4604-9954-d273e2b92d2e Height [in] Height true 0 2916 4407 72 20 2953.5 4417 1 6 {0} 2 3 4 6 8 10 Width [in] of upper flange. c2e9b8bb-6c65-45c1-ac3d-e24532b0f609 Upper Flange Width [in] Upper Width true 0 2916 4427 72 20 2953.5 4437 1 1 {0} 5.3 Width [in] of lower flange. 25c3a109-aaaa-4aaf-ab14-438dabbc5f7a Lower Flange Width [in] LowerWidth true 0 2916 4447 72 20 2953.5 4457 1 1 {0} 5.3 Thickness [in] of upper flange. 6ba8a695-8c37-4825-a1e4-7e11cd7b3caa Upper Flange Thickness [in] UpperThick true 0 2916 4467 72 20 2953.5 4477 1 1 {0} 0.5 Thickness [in] of lower flange. 9413d2b5-5a69-493b-b376-51b5d66afa6b Lower Flange Thickness [in] Lower Thick true 0 2916 4487 72 20 2953.5 4497 1 1 {0} 0.5 Thickness [in] of web. f51ab34b-5747-41d0-a251-923e048b82bd Web Thickness [in] Web Thick true 0 2916 4507 72 20 2953.5 4517 1 1 {0} 0.3 Radius of fillet [in] of rolled cross section where web and flange meet. 85467a5e-5be7-4388-b0ad-57757d10d686 Fillet Radius [in] Fillet Radius true 0 2916 4527 72 20 2953.5 4537 1 1 {0} 0.3 0 0 Box 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. 48b9590c-90dd-4a3a-8f9e-b02b93d0e797 Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 831bd910-5669-4f7c-ae00-950cd9840b61 Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Height [in] of cross-section. f6c9d7ee-4245-4394-835b-600e4757f382 Height [in] Height true 0 0 0 150 20 1 1 {0} 3.937007874015747 Width [in] of upper flange. 317e0e22-83ef-4c89-8e4b-7c69efeaee1e Upper Flange Width [in] UpperWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 Width [in] of lower flange. dbf054b1-c6d9-40b8-894e-ac5529d3e8dc Lower Flange Width [in] LowerWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 Thickness [in] of upper flange. cbc0e8ff-9c2e-42f9-9597-7a91ee166fde Upper Flange Thickness [in] UpperThick true 0 0 0 150 20 1 1 {0} 0.15748031496062992 Thickness [in] of lower flange. b24f70cc-b7f7-4b58-84a5-cec4281ae219 Lower Flange Thickness [in] LowerThick true 0 0 0 150 20 1 1 {0} 0.15748031496062992 Thickness [in] of sidewalls. 2f6d45eb-0d53-4db2-96fc-b10ade0e5381 Sidewalls Thickness [in] SWallThick true 0 0 0 150 20 1 1 {0} 0.15748031496062992 Radius of fillet [in] of rolled cross section where web and flange meet. ec3a046b-1e1b-486b-9146-f131a6d8497c Fillet Radius [in] Fillet Radius true 0 0 0 150 20 1 1 {0} 0.23622047244094485 0 0 Circular Hollow 4 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 6dbf7bb9-f6a0-4ef0-8701-c68339aae96d Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 2f46fcec-2ee0-42af-9659-37937f4710c1 Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Diameter [in] of cross section. 88bfd54a-4650-4813-aaf4-f1c0fb927e57 Diameter [in] Diameter true 0 0 0 150 20 1 1 {0} 4.499999999999999 Wall thickness [in] of the circular hollow section. 460fc78d-c5a9-44f6-981e-e2c5f1168bd3 Wall thickness [in] Thickness true 0 0 0 150 20 1 1 {0} 0.15748031496062992 0 0 Shell - Const 2 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 1e1aaf05-200d-4d29-b5f2-011ce7f95fbf Material Mat true 0 0 0 150 20 Height [in] of the cross section. 77e345c3-b005-442e-9464-6faf2b2d8de7 Height [in] Height true 0 0 0 150 20 1 1 {0} 1 0 0 Shell - Var 2 0 1 Materials be used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. Materials are attached to the faces of the shell according to the longest list principle. 18f756fb-5d06-4540-8d28-28b4594fe430 Materials Materials true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. ee8cb743-8b8c-4fe7-b10f-46fafb53a4a9 Heights [in] Heights true 0 0 0 150 20 1 1 {0} 1 0 0 Shell RC Standard - Const. 6 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. b613aaf8-c4cf-43f6-a39b-6fd0e14c7f6f Material-Concrete MatConcr true 0 0 0 150 20 Height [in] of the cross section. 09ed52f0-0113-407d-8659-2fa111043f23 Height [in] Height true 0 0 0 150 20 1 1 {0} 20 Material of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. c0fbdb57-de82-4324-91f5-2faaae68c731 Material-Reinforcement Mat-Reinf true 0 0 0 150 20 1 List of reinforcement areas [[in²/ft]] of the cross section. Only the first four values per cross section will be considered. 3744a839-e13b-41e5-ae9e-710205532f34 Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 1 List of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. 92e8e280-7d16-4962-bc59-026246dc7220 Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.4999999999999996 4.5 -4.5 -3.4999999999999996 Angle [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. da898853-342c-4efb-ab87-7ffba6680ae8 Principal Reinforcement Direction [deg] Dir true 0 0 0 150 20 1 1 {0} 0 0 0 Shell RC Standard - Variable 6 0 1 Materials used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. 5f11d22c-09f3-40a8-8d51-13c4c5aeb2f8 Materials-Concrete MatConcr true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. 182424aa-b53f-497f-be2f-f7086f9e5ec2 Heights [in] Heights true 0 0 0 150 20 1 1 {0} 20 1 Materials of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. 774523e4-799f-4ec2-b03f-686e1e173000 Materials-Reinforcement MatsReinf true 0 0 0 150 20 2 List of lists of reinforcement areas [[in²/ft]] of the cross section. The list of lists of reinforcement areas will be mapped on the list of faces according to the longest list principle. Only the first four values per cross section will be considered. 0b2e4f31-dfef-42c4-931a-ec0c7497ce9b Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 2 List of lists of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The list of lists of cover thicknesses will be mapped on the list of faces according to the longest list principle. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. b1169466-71be-4f66-b5fa-37728d82137d Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.4999999999999996 4.5 -4.5 -3.4999999999999996 1 List of angles [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. The list of angles is mapped on the list of faces according to the longest list principle. 9ac6b40a-2790-4ba3-95ab-68cadddcc70f Principal Reinforcement Directions [deg] Dirs true 0 0 0 150 20 1 1 {0} 0 0 0 Spring 2 0 Vector of translational spring stiffness [kip/ft] in local directions. 46a1fa66-fad8-4d9d-9db8-e4e1be78bcd4 C-translation [kip/ft] Ct true 0 0 0 150 20 Vector of rotational spring stiffness [kip.ft/rad] about local directions. 230406ba-59ba-4930-b3d7-fa3a820b3f12 C-rotation [kip.ft/rad] Cr true 0 0 0 150 20 0 0 Trapezoid 5 0 Material to for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. c4c9f924-d532-4a0b-9de1-a431ce3c8c7c Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 6c0f898a-e002-44e3-9609-6ddb57782370 Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Height [in] of cross-section. 97c7b248-6d4b-43ec-b47f-753529347dd6 Height [in] Height true 0 0 0 150 20 1 1 {0} 3.937007874015747 Width [in] of upper flange. 15868498-0d0a-4074-a912-27ef7c6f7b14 Upper Flange Width [in] UpperWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 Width [in] of lower flange. 5b251ff0-fb49-496f-9516-98593267b4e2 Lower Flange Width [in] LowerWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 0 0 f201e873-4df8-400f-9d75-92e1963ad371 06126871-6c90-44c6-8d4e-8b68cc178608 Cross-section (Karamba3D) Creates rectangular, trapezoid, and triangular hollow cross sections. false true 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 2d980bed-8cf3-42f1-bc1e-e1c1d9654e1e Cross-section (Karamba3D) I-Section 3120 4299 153 312 3209 4431 Family name of cross-section defines a group of cross-sections for cross-section optimization. 470142c4-41ba-4014-b6c5-e983a8bae7dc Family name of cross-section Family true 0 3122 4301 72 20 3159.5 4311 1 1 {0} false DefaultCroSec The name serves to identify a cross-section uniquely upon selection from a list of cross-sections. 173d6cbe-2a2e-4998-be00-99e67d78543c Name of cross-section Name true 0 3122 4321 72 20 3159.5 4331 1 3 {0} false Ti-2x5.3 false Ti-3x5.3 false Ti-4x5.3 Identifier of beam or beam with identifier to attach cross-section to. b987bf50-7f5b-4780-90c5-fd4ba0fb4f10 Element|Identifier Elem|Id true 0 3122 4341 72 20 3159.5 4351 Colour of the cross section. ab4d2a2a-6c5c-4030-b9f1-f30617c2a707 Colour Colour true 0 3122 4361 72 20 3159.5 4371 Cross-section which was created. ff3bb467-0daa-445a-a2e1-59e75471c20f Cross-section CroSec false 0 3224 4301 47 260 3247.5 4431 I 9 I 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 853a3ec1-d914-474c-8ba6-5114cf859a15 Material Mat true 233104d4-d795-49f9-bd53-8f4bdb8c8184 1 3122 4381 72 20 3159.5 4391 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. bc2c6d66-9032-41e5-bb7e-270d9396a6da Local Eccentricity [in] EcceLoc true 0 3122 4401 72 20 3159.5 4411 Height [in] of cross-section. 2e99e88c-9273-436e-9587-d59b78d8b8d0 Height [in] Height true 0 3122 4421 72 20 3159.5 4431 1 3 {0} 2 3 4 Width [in] of upper flange. 88b77b8f-cffe-4117-8a78-db64f6ecaa29 Upper Flange Width [in] Upper Width true 0 3122 4441 72 20 3159.5 4451 1 1 {0} 5.3 Width [in] of lower flange. 8ae00f95-5161-4ac6-8221-586bac0fc6b1 Lower Flange Width [in] LowerWidth true 0 3122 4461 72 20 3159.5 4471 1 1 {0} 5.3 Thickness [in] of upper flange. 06305018-c407-4c75-9a56-4735c42cd3d2 Upper Flange Thickness [in] UpperThick true 0 3122 4481 72 20 3159.5 4491 1 1 {0} 0.5 Thickness [in] of lower flange. 5f1503fa-3a42-49f5-ac0d-d960d0afd5a0 Lower Flange Thickness [in] Lower Thick true 0 3122 4501 72 20 3159.5 4511 1 1 {0} 0.5 Thickness [in] of web. bfe29efe-5658-4a63-a2ee-1f3c1d1ea360 Web Thickness [in] Web Thick true 0 3122 4521 72 20 3159.5 4531 1 1 {0} 0.3 Radius of fillet [in] of rolled cross section where web and flange meet. 03673c2b-b4a6-451b-835d-bcb05716580c Fillet Radius [in] Fillet Radius true 0 3122 4541 72 20 3159.5 4551 1 1 {0} 0.3 0 0 Box 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. 2b9a552d-85ec-4428-8b23-bacab7477235 Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 0c005475-af59-4d5f-b889-e74a3c2e92c3 Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Height [in] of cross-section. 0781ab8e-7157-4578-b637-429f81666660 Height [in] Height true 0 0 0 150 20 1 1 {0} 3.937007874015747 Width [in] of upper flange. 480d9bbd-dfaf-4a0b-8542-8ec302474b6d Upper Flange Width [in] UpperWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 Width [in] of lower flange. dfe0089c-1ab6-437e-9408-6f6befc90e5b Lower Flange Width [in] LowerWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 Thickness [in] of upper flange. bcc92836-eb27-4ec8-9401-04c999eae958 Upper Flange Thickness [in] UpperThick true 0 0 0 150 20 1 1 {0} 0.15748031496062992 Thickness [in] of lower flange. d54ae976-4e60-49d7-9a07-c27081b272cf Lower Flange Thickness [in] LowerThick true 0 0 0 150 20 1 1 {0} 0.15748031496062992 Thickness [in] of sidewalls. d017be1f-0438-477b-944c-c1c3c6933163 Sidewalls Thickness [in] SWallThick true 0 0 0 150 20 1 1 {0} 0.15748031496062992 Radius of fillet [in] of rolled cross section where web and flange meet. b3d93af3-e3bc-4948-9627-891d91a7223e Fillet Radius [in] Fillet Radius true 0 0 0 150 20 1 1 {0} 0.23622047244094485 0 0 Circular Hollow 4 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. d2e47d5e-eea0-4c4c-ab90-8365e41d25b8 Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. b7f1e8a8-e319-4374-9480-4e0ce899c2e2 Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Diameter [in] of cross section. 53a44ccc-4c88-4d65-8e64-e9f2c94f10e6 Diameter [in] Diameter true 0 0 0 150 20 1 1 {0} 4.499999999999999 Wall thickness [in] of the circular hollow section. 56ab981d-1894-4b08-899f-508f94780d2f Wall thickness [in] Thickness true 0 0 0 150 20 1 1 {0} 0.15748031496062992 0 0 Shell - Const 2 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 10d2fbc2-0a73-4df2-a9a3-ff4a56c4d29d Material Mat true 0 0 0 150 20 Height [in] of the cross section. 1620b18d-dbe5-4064-a73d-316a59a7b1ef Height [in] Height true 0 0 0 150 20 1 1 {0} 1 0 0 Shell - Var 2 0 1 Materials be used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. Materials are attached to the faces of the shell according to the longest list principle. ae538f6e-2c4b-4e73-a7fb-9d0b5c5f42c7 Materials Materials true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. 00857bed-2ca7-459d-9755-c8dcf1878852 Heights [in] Heights true 0 0 0 150 20 1 1 {0} 1 0 0 Shell RC Standard - Const. 6 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. 60702314-a881-49bd-9617-583828e8a21c Material-Concrete MatConcr true 0 0 0 150 20 Height [in] of the cross section. 7fdb3faa-a1cb-4b79-b5bc-686f75ceb4ac Height [in] Height true 0 0 0 150 20 1 1 {0} 20 Material of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. 1de4ae5f-f85e-4815-a281-351702d89889 Material-Reinforcement Mat-Reinf true 0 0 0 150 20 1 List of reinforcement areas [[in²/ft]] of the cross section. Only the first four values per cross section will be considered. e7ef4d84-0718-4038-8525-89701f5151a4 Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 1 List of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. f2cbc530-6292-4de6-99f5-dd78207299df Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.4999999999999996 4.5 -4.5 -3.4999999999999996 Angle [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. c5bab5c6-f75c-416e-8d72-124cefb09ad7 Principal Reinforcement Direction [deg] Dir true 0 0 0 150 20 1 1 {0} 0 0 0 Shell RC Standard - Variable 6 0 1 Materials used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. 63ce6e6f-04fa-4c17-8875-b5186ad9f8e7 Materials-Concrete MatConcr true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. 79fbcebb-21fc-41ec-bd70-04d1b49e74f9 Heights [in] Heights true 0 0 0 150 20 1 1 {0} 20 1 Materials of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. 8c1bf313-f501-499f-95d1-e2e3772c2f81 Materials-Reinforcement MatsReinf true 0 0 0 150 20 2 List of lists of reinforcement areas [[in²/ft]] of the cross section. The list of lists of reinforcement areas will be mapped on the list of faces according to the longest list principle. Only the first four values per cross section will be considered. ef3326ab-968c-4ce8-97b6-3d8e2ca7c9a1 Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 2 List of lists of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The list of lists of cover thicknesses will be mapped on the list of faces according to the longest list principle. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. 47ebe937-8e17-4981-8384-daf8ec4e2d83 Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.4999999999999996 4.5 -4.5 -3.4999999999999996 1 List of angles [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. The list of angles is mapped on the list of faces according to the longest list principle. 35bffdff-2cd0-4a63-8d4f-0d820e25c174 Principal Reinforcement Directions [deg] Dirs true 0 0 0 150 20 1 1 {0} 0 0 0 Spring 2 0 Vector of translational spring stiffness [kip/ft] in local directions. 9dbba5a3-c0a7-49c2-85a7-953844169a57 C-translation [kip/ft] Ct true 0 0 0 150 20 Vector of rotational spring stiffness [kip.ft/rad] about local directions. e73f05f4-a55f-4ce9-bd13-db515285e16d C-rotation [kip.ft/rad] Cr true 0 0 0 150 20 0 0 Trapezoid 5 0 Material to for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. 831b98d6-4a51-4ad9-93ee-01e924e46dd0 Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. c895ce1a-b403-465c-9fb3-9471c7b0125f Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Height [in] of cross-section. b8047aef-3c95-4ad1-9f86-f106e4d934da Height [in] Height true 0 0 0 150 20 1 1 {0} 3.937007874015747 Width [in] of upper flange. c48b3966-2ddb-4c63-ab2e-add3bbde2ead Upper Flange Width [in] UpperWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 Width [in] of lower flange. e48260df-cc3b-4e2e-9bac-1190462ef70f Lower Flange Width [in] LowerWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 0 0 f201e873-4df8-400f-9d75-92e1963ad371 06126871-6c90-44c6-8d4e-8b68cc178608 Cross-section (Karamba3D) Creates rectangular, trapezoid, and triangular hollow cross sections. false true 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 4b835759-d805-44a8-8fd5-a330329a800f Cross-section (Karamba3D) I-Section 3336 4286 153 312 3425 4418 Family name of cross-section defines a group of cross-sections for cross-section optimization. 5c8512ee-729b-4c0f-b4da-191432495a41 Family name of cross-section Family true 0 3338 4288 72 20 3375.5 4298 1 1 {0} false DefaultCroSec The name serves to identify a cross-section uniquely upon selection from a list of cross-sections. 76fe83ee-14ed-4dfe-b96f-3b5d28179ed1 Name of cross-section Name true 0 3338 4308 72 20 3375.5 4318 1 4 {0} false Co-2x5.3 false Co-3x5.3 false Co-4x5.3 false Co-6x5.3 Identifier of beam or beam with identifier to attach cross-section to. fb97319e-cde5-4626-8e97-bd5c25c778a8 Element|Identifier Elem|Id true 0 3338 4328 72 20 3375.5 4338 Colour of the cross section. 9d0adb8f-3609-40e4-8399-547076a27828 Colour Colour true 0 3338 4348 72 20 3375.5 4358 Cross-section which was created. b7d8f54b-be2f-4c3a-8ade-f3f310604498 Cross-section CroSec false 0 3440 4288 47 260 3463.5 4418 I 9 I 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. c0721409-525a-471b-aae7-ae911055b0a1 Material Mat true 0b975669-003a-4651-99ec-b80d67b5235d 1 3338 4368 72 20 3375.5 4378 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 6c25ea14-8a83-42c2-84af-ac4e0ef7c743 Local Eccentricity [in] EcceLoc true 0 3338 4388 72 20 3375.5 4398 Height [in] of cross-section. 4de72c3c-b107-406c-b5b7-70fccf03cafd Height [in] Height true 0 3338 4408 72 20 3375.5 4418 1 4 {0} 2 3 4 6 Width [in] of upper flange. 74b25a70-8499-49af-afaa-7b9993a49f85 Upper Flange Width [in] Upper Width true 0 3338 4428 72 20 3375.5 4438 1 1 {0} 5.3 Width [in] of lower flange. 8dbe2256-eede-4c9f-b4b9-ec0520faf3fe Lower Flange Width [in] LowerWidth true 0 3338 4448 72 20 3375.5 4458 1 1 {0} 5.3 Thickness [in] of upper flange. 7756065e-89ee-4ac0-b87d-0913ac2e1949 Upper Flange Thickness [in] UpperThick true 0 3338 4468 72 20 3375.5 4478 1 1 {0} 0.5 Thickness [in] of lower flange. 4e8f30a2-8d08-43ec-92a0-31505ff03b99 Lower Flange Thickness [in] Lower Thick true 0 3338 4488 72 20 3375.5 4498 1 1 {0} 0.5 Thickness [in] of web. 5c7d26ec-40d1-42a2-b416-527ef0678353 Web Thickness [in] Web Thick true 0 3338 4508 72 20 3375.5 4518 1 1 {0} 0.3 Radius of fillet [in] of rolled cross section where web and flange meet. 99b1823b-dad0-42e3-b516-38685fc5b863 Fillet Radius [in] Fillet Radius true 0 3338 4528 72 20 3375.5 4538 1 1 {0} 0.3 0 0 Box 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. 96fb84f7-cc3e-40dc-afbd-23ed8d12265c Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 512b112c-ae6d-4d21-8d0c-e89c39b4a1ba Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Height [in] of cross-section. c22f7797-c1bd-4da4-be83-88f7b7e808c4 Height [in] Height true 0 0 0 150 20 1 1 {0} 3.937007874015747 Width [in] of upper flange. ec2136ea-d1e8-415d-b885-f7729f754163 Upper Flange Width [in] UpperWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 Width [in] of lower flange. f68789bc-2e27-492a-867b-582e3fbec2f6 Lower Flange Width [in] LowerWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 Thickness [in] of upper flange. c1064360-9a0f-4069-97c3-645087d81deb Upper Flange Thickness [in] UpperThick true 0 0 0 150 20 1 1 {0} 0.15748031496062992 Thickness [in] of lower flange. ee03c53d-24c3-4532-946e-747b074f3f39 Lower Flange Thickness [in] LowerThick true 0 0 0 150 20 1 1 {0} 0.15748031496062992 Thickness [in] of sidewalls. 8aa7aa61-a240-404b-b419-3bdbe0fea325 Sidewalls Thickness [in] SWallThick true 0 0 0 150 20 1 1 {0} 0.15748031496062992 Radius of fillet [in] of rolled cross section where web and flange meet. ed3eb860-ecf4-44f2-8b55-feda88cdf451 Fillet Radius [in] Fillet Radius true 0 0 0 150 20 1 1 {0} 0.23622047244094485 0 0 Circular Hollow 4 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 8f6fb72c-478b-47ee-a638-ace5d6662764 Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. f6efa978-f2b8-44e0-86f0-8d6cf73848e2 Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Diameter [in] of cross section. 93e970bd-445a-42a9-8621-a230f61faacf Diameter [in] Diameter true 0 0 0 150 20 1 1 {0} 4.499999999999999 Wall thickness [in] of the circular hollow section. 9e097128-e989-4809-8df0-292ac187fc97 Wall thickness [in] Thickness true 0 0 0 150 20 1 1 {0} 0.15748031496062992 0 0 Shell - Const 2 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. bc1184a4-957f-4a8c-8030-78caf7b67b4d Material Mat true 0 0 0 150 20 Height [in] of the cross section. 2dcf0fab-77cd-4f5d-b2c2-8c0e6c7689f2 Height [in] Height true 0 0 0 150 20 1 1 {0} 1 0 0 Shell - Var 2 0 1 Materials be used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. Materials are attached to the faces of the shell according to the longest list principle. 7e5ad9fb-01c0-4bd7-9910-e368aa8f1c90 Materials Materials true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. 156ca496-a255-41ac-9b4c-70dcc96fd2bb Heights [in] Heights true 0 0 0 150 20 1 1 {0} 1 0 0 Shell RC Standard - Const. 6 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. a5ce46e4-ec24-4f80-8467-75f8622058b5 Material-Concrete MatConcr true 0 0 0 150 20 Height [in] of the cross section. cbb53009-e7bf-4604-8980-3d16ba323f39 Height [in] Height true 0 0 0 150 20 1 1 {0} 20 Material of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. 04a8fafd-1df7-4dbf-9667-30db64db8fec Material-Reinforcement Mat-Reinf true 0 0 0 150 20 1 List of reinforcement areas [[in²/ft]] of the cross section. Only the first four values per cross section will be considered. dbba3375-cf14-4a0e-a626-8033ece10728 Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 1 List of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. 5a80e529-21eb-4552-879f-0b43b684d1fd Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.4999999999999996 4.5 -4.5 -3.4999999999999996 Angle [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. 9b9c1c15-15b7-4ada-b2b3-602c243cc063 Principal Reinforcement Direction [deg] Dir true 0 0 0 150 20 1 1 {0} 0 0 0 Shell RC Standard - Variable 6 0 1 Materials used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. d40e10e6-6d6b-458f-b03d-5636877ac308 Materials-Concrete MatConcr true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. 23d7420b-f783-4353-b4f4-dbd98d8099f8 Heights [in] Heights true 0 0 0 150 20 1 1 {0} 20 1 Materials of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. 2fea8d78-ae6b-4895-abd7-8b43cba0c464 Materials-Reinforcement MatsReinf true 0 0 0 150 20 2 List of lists of reinforcement areas [[in²/ft]] of the cross section. The list of lists of reinforcement areas will be mapped on the list of faces according to the longest list principle. Only the first four values per cross section will be considered. ef7f9580-3634-4a43-93a2-12357cc00a08 Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 2 List of lists of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The list of lists of cover thicknesses will be mapped on the list of faces according to the longest list principle. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. 0bc42dcd-2b74-4a22-86a0-3f98cf2f0163 Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.4999999999999996 4.5 -4.5 -3.4999999999999996 1 List of angles [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. The list of angles is mapped on the list of faces according to the longest list principle. 9e436c21-4fad-4758-b963-028223cf6f45 Principal Reinforcement Directions [deg] Dirs true 0 0 0 150 20 1 1 {0} 0 0 0 Spring 2 0 Vector of translational spring stiffness [kip/ft] in local directions. cdf031e2-f5bf-413a-aba4-12b2395fb7f4 C-translation [kip/ft] Ct true 0 0 0 150 20 Vector of rotational spring stiffness [kip.ft/rad] about local directions. e18e2238-23f6-4105-9214-f05d620fa6af C-rotation [kip.ft/rad] Cr true 0 0 0 150 20 0 0 Trapezoid 5 0 Material to for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. fc4a7d25-b496-459e-8df8-2c90372e46ed Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 62a4e472-d17e-4640-9406-d718d85a7982 Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Height [in] of cross-section. d5e06a56-f02b-4125-9d65-eaec657b6e55 Height [in] Height true 0 0 0 150 20 1 1 {0} 3.937007874015747 Width [in] of upper flange. f8f1be98-e4c2-412e-a989-cb5f212a17c1 Upper Flange Width [in] UpperWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 Width [in] of lower flange. 60c59543-2f0b-4689-8a41-4974c12b76b7 Lower Flange Width [in] LowerWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 0 0 008e9a6f-478a-4813-8c8a-546273bc3a6b Cull Pattern Cull (remove) elements in a list using a repeating bit mask. 4d31bb96-80f6-44d5-9b82-d2bbf12b7cbf Cull Pattern Cull 3559 4346 78 44 3605 4368 1 List to cull 1b63b624-b4e9-4745-adbb-2b91054080f6 1 List L false ff3bb467-0daa-445a-a2e1-59e75471c20f b7d8f54b-be2f-4c3a-8ade-f3f310604498 b286681b-f772-4bf4-ace9-7dfe435eca7b 3 3561 4348 29 20 3585 4358 1 Culling pattern 978388de-c1e9-43b1-b672-a274ca77addf 1 Cull Pattern P false 06530037-7951-4c0a-a359-bd0f0dcdaa38 c4b32c4e-570f-4739-922a-cea128e4ee9c 15677f5e-d7aa-4803-bcb7-4754d5adaeec d3410755-690e-41f8-8d88-fdd0a4a07d9a 7fd34c2a-2123-446b-8abe-764da0777020 4d281601-15d7-48e6-a92a-230bf1cf6bde 3f2bec3c-9897-41f5-8818-f36f522ee177 dfac59ad-f3b7-4274-87ab-89a87326b5b5 109895e5-2bc4-42a8-9142-b255b4a3c324 4a68d86f-de63-488e-a673-eef5bc5f459c 7666281a-e712-4c50-9171-4fe9d619fb25 672b7a92-78a1-4f81-935c-0e55fc7c0ce0 01f02313-682b-441b-b344-a1bcf5b0a7ad 13 3561 4368 29 20 3585 4378 1 4 {0} false false true true 1 Culled list f877d034-dccc-4dc1-96e0-8d3404332702 List L false 0 3620 4348 15 40 3627.5 4368 2e78987b-9dfb-42a2-8b76-3923ac8bd91a Boolean Toggle Boolean (true/false) toggle dfac59ad-f3b7-4274-87ab-89a87326b5b5 Boolean Toggle St-2in false 0 true 3041 4070 99 22 2e78987b-9dfb-42a2-8b76-3923ac8bd91a Boolean Toggle Boolean (true/false) toggle 109895e5-2bc4-42a8-9142-b255b4a3c324 Boolean Toggle St-3in false 0 true 3041 4100 99 22 2e78987b-9dfb-42a2-8b76-3923ac8bd91a Boolean Toggle Boolean (true/false) toggle 4a68d86f-de63-488e-a673-eef5bc5f459c Boolean Toggle St-4in false 0 true 3042 4128 99 22 2e78987b-9dfb-42a2-8b76-3923ac8bd91a Boolean Toggle Boolean (true/false) toggle 7666281a-e712-4c50-9171-4fe9d619fb25 Boolean Toggle St-6in false 0 true 3043 4157 99 22 2e78987b-9dfb-42a2-8b76-3923ac8bd91a Boolean Toggle Boolean (true/false) toggle 672b7a92-78a1-4f81-935c-0e55fc7c0ce0 Boolean Toggle St-8in false 0 true 3043 4185 99 22 2e78987b-9dfb-42a2-8b76-3923ac8bd91a Boolean Toggle Boolean (true/false) toggle 01f02313-682b-441b-b344-a1bcf5b0a7ad Boolean Toggle St-10in false 0 true 3043 4214 105 22 2e78987b-9dfb-42a2-8b76-3923ac8bd91a Boolean Toggle Boolean (true/false) toggle 06530037-7951-4c0a-a359-bd0f0dcdaa38 Boolean Toggle Ti-2in false 0 true 3172 4071 98 22 2e78987b-9dfb-42a2-8b76-3923ac8bd91a Boolean Toggle Boolean (true/false) toggle c4b32c4e-570f-4739-922a-cea128e4ee9c Boolean Toggle Ti-3in false 0 true 3173 4102 98 22 2e78987b-9dfb-42a2-8b76-3923ac8bd91a Boolean Toggle Boolean (true/false) toggle 15677f5e-d7aa-4803-bcb7-4754d5adaeec Boolean Toggle Ti-4in false 0 true 3173 4131 98 22 2e78987b-9dfb-42a2-8b76-3923ac8bd91a Boolean Toggle Boolean (true/false) toggle d3410755-690e-41f8-8d88-fdd0a4a07d9a Boolean Toggle Co-2in false 0 true 3300 4160 102 22 2e78987b-9dfb-42a2-8b76-3923ac8bd91a Boolean Toggle Boolean (true/false) toggle 7fd34c2a-2123-446b-8abe-764da0777020 Boolean Toggle Co-3in false 0 true 3299 4068 102 22 2e78987b-9dfb-42a2-8b76-3923ac8bd91a Boolean Toggle Boolean (true/false) toggle 4d281601-15d7-48e6-a92a-230bf1cf6bde Boolean Toggle Co-4in false 0 true 3300 4100 102 22 2e78987b-9dfb-42a2-8b76-3923ac8bd91a Boolean Toggle Boolean (true/false) toggle 3f2bec3c-9897-41f5-8818-f36f522ee177 Boolean Toggle Co-6in false 0 true 3299 4131 102 22 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values cac85630-c8ee-4e0b-a0f4-d7971ea07771 Panel V4_OptChosenHeight_in false 0 4e0bd3ae-67ae-45ad-8c94-d35bcbf6f0b9 1 Double click to edit panel content… 3640 2200 160 100 0 0 0 3640.7083 2200 255;255;250;90 true true true false false true 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 32716e02-9d76-40cc-97fa-55d10f446b79 Panel V4_OptChosenWidth_in false 0 b53a1b0f-3944-4607-af73-b3fdb31e0b3c 1 Double click to edit panel content… 3640 2300 160 100 0 0 0 3640.7083 2300 255;255;250;90 true true true false false true 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values fea3d012-68c8-4bac-8a1a-c17f1eb18911 Panel V4_DispPanel false 0 a07af6e7-f56a-495b-a435-2105c8ec90f4 1 Double click to edit panel content… 3299 4836 160 61 0 0 0 3299.6252 4836.8506 255;255;250;90 true true true false false true 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values ef1fe3e4-b65b-4c86-8923-359837c48d89 Panel V4_UtilPanel_optimized false 0 50188dc9-2c59-4b51-955c-211893a2c914 1 Double click to edit panel content… 3302 4903 160 55 0 0 0 3302.391 4903.956 255;255;250;90 true true true false false true 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