0 2 2 1 0 8 2984bb19-31e2-4bcd-be03-60f5cc850475 Shaded 1 100;150;0;0 100;0;150;0 639228288029599619 false video6.ghx 0 -3959 -1961 1.6283327 0 0 auto imperial 6 Robert McNeel & Associates 00000000-0000-0000-0000-000000000000 Grasshopper 8.35.26251.13001 Robert McNeel & Associates 00000000-0000-0000-0000-000000000000 Grasshopper 8.35.26251.13001 Robert McNeel & Associates 00000000-0000-0000-0000-000000000000 Grasshopper 8.35.26251.13001 Robert McNeel & Associates 00000000-0000-0000-0000-000000000000 Grasshopper 8.35.26251.13001 Robert McNeel & Associates 00000000-0000-0000-0000-000000000000 Grasshopper 8.35.26251.13001 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 70 fbac3e32-f100-4292-8692-77240a42fd1a Point Contains a collection of three-dimensional points d4610f63-d4cf-4316-a0b4-b27c319a1862 false Point V6_Shared_BaseL false e4f7d3ce-4489-4dc9-972d-2cc8c1295392 1 1495 1305 96 20 1543.3152 1315.8824 fbac3e32-f100-4292-8692-77240a42fd1a Point Contains a collection of three-dimensional points 1ade9b44-5c48-4f15-aead-4ba9fa044709 false Point V6_Shared_TopL false a49537f3-6d22-4afe-90d8-ea63848ed224 1 1498 1280 92 20 1544.5908 1290.729 fbac3e32-f100-4292-8692-77240a42fd1a Point Contains a collection of three-dimensional points 081e7aa1-4a47-4677-b638-2919b59ed41d false Point V6_Shared_BaseR false 50dbf639-5d24-4e37-b78a-c99dd5eebf69 1 1495 1335 97 20 1544.2102 1345.034 d5967b9f-e8ee-436b-a8ad-29fdcecf32d5 Curve Contains a collection of generic curves 497d2bd9-0ca8-406e-bba4-b1b4fcd6750e false Curve V6_Shared_ColL false 39cb40e8-ffd0-4d57-969c-ae793bf3c2ed 1 1495 1369 90 20 1540.8932 1379.7971 d5967b9f-e8ee-436b-a8ad-29fdcecf32d5 Curve Contains a collection of generic curves 2c408b89-199b-4624-8dad-00a6670382e2 false Curve V6_Shared_Beam false 02df8a63-3d34-44e7-b48d-aa1b59d3659c 1 1494 1413 96 20 1542.4562 1423.1566 d5967b9f-e8ee-436b-a8ad-29fdcecf32d5 Curve Contains a collection of generic curves 6b449886-04b2-4873-b7fd-7b91279935a9 false Curve V6_Shared_ColR false 0dfa403a-365f-40b5-b54f-0c7024249daa 1 1496 1448 91 20 1542.3484 1458.3984 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 -1514406339 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 414e8af6-652c-45cb-ba7e-58d24bd94048 false Create Linear Element (Karamba3D) LineToBeam 1556 956 118 161 1624 1003 Beams with default properties. 2f0ba6ff-fa03-4d38-86cc-894b53d2df9f Element Elem false 0 1639 958 33 29 1655.5 972.8333 Endpoints of the beams. a5bf3983-8061-4037-91d2-f0b75dda51f5 Points Pts false 0 1639 987 33 30 1655.5 1002.5 Information regarding the conversion of lines to beams. a606d33a-a925-415d-8d62-9dec213ea0b9 Info Info false 0 1639 1017 33 30 1655.5 1032.1666 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. 72d12dd6-d90a-44c7-99e0-831fd580d960 Line Line false 497d2bd9-0ca8-406e-bba4-b1b4fcd6750e 2c408b89-199b-4624-8dad-00a6670382e2 6b449886-04b2-4873-b7fd-7b91279935a9 3 1558 958 51 22 1585 969.125 1 Colour of the beam. The component applies the longest list principle with respect to the input lines. 05d6999f-fe2f-4722-991f-85b33f854f2b Colour Colour true 0 1558 980 51 22 1585 991.375 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. 2f35cd32-42b6-496e-b7eb-18779bb86026 Identifier Id true 0 1558 1002 51 22 1585 1013.625 1 1 {0} false 1 Cross-section of the beam. The component applies the longest list principle with respect to the input lines. 502de449-f533-42af-9f8b-02640a4b7147 Cross-section CroSec true 0 1558 1024 51 23 1585 1035.875 Limit distance [ft] for coincident points. af2afc90-0263-48ae-96c5-d3fa11fb97b3 Limit Distance [ft] LDist true 0 1558 1056 5 0 1585 1056 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. 904607e1-895f-4649-be5c-7cd908538c31 Z-Orientation Z-Ori true 0 1558 1056 5 0 1585 1056 1 Buckling length [ft] of element in local Y-direction if > 0. eb852001-48ef-4963-aac0-d47fbc387790 Buckling Length Y [ft] BklLenY true 0 1558 1056 5 0 1585 1056 1 1 {0} -1 1 Buckling length [ft] of element in local Z-direction if > 0. 7b2bd213-3d1a-4abe-bd7a-8d954b613538 Buckling Length Z [ft] BklLenZ true 0 1558 1056 5 0 1585 1056 1 1 {0} -1 1 Buckling length [ft] of element for lateral torsional buckling if > 0. fe5212e5-7c7d-44d3-8cd8-b53390bb999e Buckling Length LT [ft] BklLenLT true 0 1558 1056 5 0 1585 1056 1 1 {0} -1 If 'True' the beam has bending stiffness. Otherwise, it is a truss. 19ad6eee-9d41-4452-802e-4a5ce074d403 Bending Bending true 0 1558 1056 5 0 1585 1056 1 1 {0} true For converting splines into polylines: Maximum angle (0 to pi) between tangents at adjacent vertices. 09f6e0a5-fce6-4d8c-8808-8287e90a3cf9 To Polyline Max Angle ToPAng true 0 1558 1056 5 0 1585 1056 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. adcc688a-2d1e-4bd7-885d-c7e1496e1984 To Polyline Tolerance ToPTol true 0 1558 1056 5 0 1585 1056 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. 3ee79639-47f2-4b53-836d-c70c3bcad239 To Polyline Max Edge-length ToPMaxL true 0 1558 1056 5 0 1585 1056 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. 23fdafab-85f2-4c28-9779-d73ab2295d40 Points Pts true 0 1558 1056 5 0 1585 1056 If false, a line only results in an element if it connects to points given in the 'Points' input-plug. 062cdea3-01ce-4ca2-9980-14fccec43e52 New New true 0 1558 1056 5 0 1585 1056 1 1 {0} true Remove duplicate lines - otherwise there could be two elements on the same spot which is normally not preferred. 05b309ee-1dd9-4373-8400-e9e24df57261 Remove Remove true 0 1558 1056 5 0 1585 1056 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. 2d5b4c79-0980-4d90-9f6c-719d3e003e85 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. 04b7417b-ffe5-4a38-8440-fbd01a021f83 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. e768b199-2a8a-4d95-84fa-fda5c289acb7 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. eed89c37-be98-4eec-8835-255b8b80d00b Cross-section CroSec true 0 0 0 150 20 Limit distance [ft] for coincident points. f78c6c95-b42b-41c3-9fdb-77416c5e0cec 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. ca93b062-4340-4d34-80d8-a1d677447fa8 Z-Orientation Z-Ori true 0 0 0 150 20 1 Buckling length [ft] of element in local Y-direction if > 0. 27d93509-6127-4a70-9c67-ba108c610667 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. 64c60291-7106-4669-9074-df91ec5ecdac 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. 37eb61bb-3f1c-4b3c-8fe6-5aab6b200eda 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. 14df3e50-dccc-4c49-b81a-f404aa8ca229 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. 20491543-de2d-46ae-9537-018b24030327 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. e58f1fe6-ef00-48e5-9ff6-173869c2c157 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. dbdd3784-572a-48ef-9be9-939b9522a9e7 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. 37d27710-434f-490e-8476-37eef548254c 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. 6fe01063-e1d5-42db-ba65-34159319138d 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. 195f46b5-597c-4474-a4b5-643e705a0713 Remove Remove true 0 0 0 150 20 1 1 {0} true 0 0 false IndexToBeam 6 0 Index of starting point of beam. 4ad50c04-b55d-49e0-a4dc-9d7524190f6d Index A iA false 0 0 0 150 20 1 1 {0} 0 Index of endpoint of beam. c0afa7ac-3484-4e08-b7e6-7f24a3a86c32 Index B iB true 0 0 0 150 20 1 1 {0} 1 Colour of the beam. 077b62f7-4a83-4dc2-a08a-dd0550e3706f Colour Colour true 0 0 0 150 20 Identifier of beam in model. Need not be unique. fc66cdb2-c3c3-4b54-b18a-40af7777e6e4 Identifier Id true 0 0 0 150 20 1 1 {0} false Cross-section of the beam. 7d640b3d-b111-4aea-84ad-59ae4da6db7c 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. da406008-c930-4f49-8068-3ba1b40c9eb8 Z-Orientation Z-Ori true 0 0 0 150 20 0 0 false ConnectivityToBeam 5 0 2 Input connectivity diagram. ab2f574d-e19c-4808-aa56-ab1a9e73e0c7 Connectivity C false 0 0 0 150 20 1 Colour of the beam. e935df29-f825-4d84-8a45-54d27d6381e5 Colour Colour true 0 0 0 150 20 1 Identifier of the beam in the model. Need not be unique. e7c9d519-7faf-49a6-92f1-3904d6d6b7b5 Identifier Id true 0 0 0 150 20 1 1 {0} false 1 Cross-section of the beam. 20cd249a-c6ea-4a45-97d9-3e7f627821f4 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. 80fcba0e-2dca-4c8e-bb59-f6d7cb85c5a8 Z-Orientation Z-Ori true 0 0 0 150 20 0 0 false 92877431-5279-4438-8305-e7329cc090b4 06126871-6c90-44c6-8d4e-8b68cc178608 Loads (Karamba3D) Creates gravity from specified direction vector for given load-case. Length of vector scales the magnitude of gravity. A unit vector results in gravity like on earth. false true iVBORw0KGgoAAAANSUhEUgAAABgAAAAYCAYAAADgdz34AAAAAXNSR0IArs4c6QAAAARnQU1BAACxjwv8YQUAAAAJcEhZcwAACxIAAAsSAdLdfvwAAAAZdEVYdFNvZnR3YXJlAEFkb2JlIEltYWdlUmVhZHlxyWU8AAAAwklEQVRIS82P3QnDMAyEPUpGyAgFLZAROkpGySgZpSNkAxWDbIzOxmdQoQ/fy/1YvqSq6ZeAEA0IKyTRVxLVjPdqxgsr/O8BpsjmQGCLbA4EtsjmQGCLbA4EpphEn+J3eCIOnJ2HC2fEga3zcGEbHliaLnp1Mhd8xpX46aJ7J7PPDtDTLX83/u19OGAlarpljyZzeH90gJre5D8Zrw8PWGk6vcm+M16vvhesNJ3OAkI1JtNZQKjGZDoLCNGAEA0I0XwBhBk4tXZLWm0AAAAASUVORK5CYII= 61a2c7fb-df3e-49cf-b750-bd63886ec5c3 false Loads (Karamba3D) Gravity 1717 997 143 111 1789 1028 Load for a structural model. af601b76-342e-4ab2-b120-faf6d6d41b65 Load Load false 0 1804 999 54 57 1831 1027.5 Gravity 7 Gravity 2 0 Direction of gravity []. 25cb7bb8-b8f0-4920-91f1-ffb3a15dfb99 Vector Vec true f1d64d70-f98a-43dc-872a-666652887155 1 1719 999 55 28 1748 1013.25 1 1 {0} 0 0 -1 Name of load-case. d5125fcb-9520-4f9f-b7bc-5256986edc8c LCase LCase true 0 1719 1027 55 29 1748 1041.75 1 1 {0} false LC0 0 0 Point 5 0 Input force vector [kip]. 07d9431b-d105-4223-b0c3-9ce53886247f Force Vector Force true 0 0 0 150 20 Input moment vector [kip.ft]. 13348f18-077d-4043-a3b1-ff4824ae4a93 Moment Vector Moment true 0 0 0 150 20 'True' if the load rotates with the node in large deformation analysis. 32f6a47d-18a1-4bde-b75a-f4329620e5ab Local? Local? true 0 0 0 150 20 1 1 {0} false Input indexes or coordinates. b6f91688-8a2a-4a3c-a51f-74352f2b2f09 Pos|Ind Pos|Ind false 0 0 0 150 20 Name of load-case. 260488ac-c188-4c65-8f79-5304534ee35a LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 0 0 PointDisplacement 4 0 Prescribes translation of point [ft]. 6b2adbc0-4831-4fa2-9118-d996415906a7 Translation [ft] Trans true 0 0 0 150 20 Prescribed rotation about specified axis [deg]. 7ccd4952-216b-4721-9839-b69b803e785f Rotation [deg] Rot true 0 0 0 150 20 Input indexes or coordinates. 1b5d93f4-150a-4eef-80ae-f8d01a6ba2b1 Pos|Ind Pos|Ind false 0 0 0 150 20 Name of load-case. 9932afd5-545f-40e6-a4e9-0a4925b63139 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. 56df1882-991c-4543-8a6f-67f351a194f8 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. 6d3afe9c-ee29-465d-bc40-9b635bfa941b Kappa0 Kappa0 true 0 0 0 150 20 1 Identifiers of elements to which the pretension applies. ed13d3fe-5ca2-4ef1-81a7-8ad338f01df3 Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} false Name of load-case. eca7ca2e-784e-459c-98ed-d591fb7ca7ef 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. 6830605a-0a62-464b-bbb3-48b62a6b3f7e 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. 09a2b0fc-6c4c-46c2-904b-28af56868bc1 Linear change of Temperature ΔT true 0 0 0 150 20 1 Identifier of elements to which the temperature load applies. cf639498-e84d-4e6a-87c1-c1106de3bca1 Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} false Name of load-case. 7c975c19-4613-4580-822c-60c0d63721fb 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. 6aa7d97b-d697-4a95-babb-093ae1c3e2eb Vector Vec false 0 0 0 150 20 Input mesh where surface load acts. 0eec60f8-0fc8-4bcf-a62b-d15f8bcacaf5 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. 2d517087-0cfc-4091-af72-77126aa1350a 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. a0366bda-5d3c-4c6d-91be-feaa92a1b531 AddPos AddPos true 0 0 0 150 20 Name of load-case. b54cccce-9397-4c4e-9523-001346ca2412 LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 Maximum number of line-load segments per 1D-element. 4fcdec00-506b-40cd-848d-da634dedd4f8 LineLoads per Element Loads/Elem true 0 0 0 150 20 Minimum length [ft] of line-load segments. 3ab512ba-f0ea-47a4-8d54-e51dd257af70 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. 9504d0a9-a445-4c3f-95ae-52c9300fb0c9 Vectors Vecs false 0 0 0 150 20 Input mesh where surface load acts. 5bd49586-796a-439d-abd0-ebd2694af53c 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. e791fc9f-87d6-4ccf-bfbe-be4046bd5f39 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. 2acca9b1-faf4-4d76-b2ae-23df9d709a51 AddPos AddPos true 0 0 0 150 20 Name of load-case. 4dcf5572-9c43-4eda-826d-7b30b91dff9c LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 Maximum number of line-load segments per 1D-element. 8bbd9e9b-c0d6-44d5-9cc2-c5fbce84096a LineLoads per Element Loads/Elem true 0 0 0 150 20 Minimum length [ft] of line-load segments. d0a02e23-ae76-40eb-bd2e-05141e2c2c53 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 9103c240-a6a9-4223-9b42-dbd19bf38e2b Unit Z Unit vector parallel to the world {z} axis. f971299a-dec2-46d6-afcd-990251bdebb1 false Unit Z V6_Shared_GravDir 1684 820 63 137 1713 889 Unit multiplication 3edba199-8e57-458f-b574-3ea844cba879 Factor F false 0 1686 822 12 133 1693.5 888.5 1 1 {0} -1 World {z} vector f1d64d70-f98a-43dc-872a-666652887155 Unit vector V false 0 1728 822 17 133 1736.5 888.5 79f9fbb3-8f1d-4d9a-88a9-f7961b1012cd Unit X Unit vector parallel to the world {x} axis. bce69c5a-d831-4b9d-a02d-0f6e3008d197 false Unit X V6_Shared_WindDir 1735 1229 63 141 1764 1300 Unit multiplication 859f3b50-2d5e-4194-bcff-3900561815f0 Factor F false 0 1737 1231 12 137 1744.5 1299.5 1 1 {0} 1 World {x} vector d620c565-00df-41ef-bf0d-3cd44732be41 Unit vector V false 0 1779 1231 17 137 1787.5 1299.5 ce46b74e-00c9-43c4-805a-193b69ea4a11 Multiplication Mathematical multiplication 6e0a19b9-f831-4d97-9b0a-8618c5243e60 false Multiplication V6_Shared_WindVec 1834 1119 65 145 1865 1192 2 8ec86459-bf01-4409-baee-174d0d2b13d0 8ec86459-bf01-4409-baee-174d0d2b13d0 1 8ec86459-bf01-4409-baee-174d0d2b13d0 First item for multiplication 6acc6c4d-0851-4152-8dc8-187d3f97c776 A A true d620c565-00df-41ef-bf0d-3cd44732be41 1 1836 1121 14 70 1844.5 1156.25 Second item for multiplication 1a2f550b-084f-47ef-bb75-40b34e7a935e B B true 77ba08cf-bd06-415d-a42d-9baa4318e5a0 1 1836 1191 14 71 1844.5 1226.75 Result of multiplication ff1b0323-c1ba-4a19-b7dc-c3cc7020296a Result R false 0 1880 1121 17 141 1888.5 1191.5 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values 77ba08cf-bd06-415d-a42d-9baa4318e5a0 false Number Slider V6_Shared_WindLoad_kN false 0 1531 1169 256 20 1531.5 1169.3104 3 1 0 3 0.2 0 1.404 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 bcb7d18b-34cb-4a4c-a78d-5d2eaf37f9a6 false Loads (Karamba3D) PointLoad 1948 1081 143 154 2027 1133 Load for a structural model. 72064ea4-14e9-4024-b4a9-17f3128151bf Load Load false 0 2042 1083 47 100 2065.5 1133 Point 7 Gravity 2 0 Direction of gravity []. 872ae68d-ea0a-4e23-8ebc-eeec09c95940 Vector Vec true 0 353 339 55 23 382 350.75 1 1 {0} 0 0 -1 Name of load-case. 52744d0b-032b-488b-9dd5-f15580f5fd52 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]. 5d2d723e-fb8c-4c1a-ab81-d6d7675f3998 Force Vector Force true ff1b0323-c1ba-4a19-b7dc-c3cc7020296a 1 1950 1083 62 20 1982.5 1093 Input moment vector [kip.ft]. 8cf56112-2e49-4c6a-b6c1-4d44066acba6 Moment Vector Moment true 0 1950 1103 62 20 1982.5 1113 'True' if the load rotates with the node in large deformation analysis. 0cd7112d-f59e-4d2c-abe6-21b5e5c6a4e1 Local? Local? true 0 1950 1123 62 20 1982.5 1133 Input indexes or coordinates. 690420dc-a6a0-4253-9a17-ca93100d593f Pos|Ind Pos|Ind false 1ade9b44-5c48-4f15-aead-4ba9fa044709 1 1950 1143 62 20 1982.5 1153 Name of load-case. 84baf901-40f4-4daf-a9d4-b30dec4be3b9 LCase LCase true 0 1950 1163 62 20 1982.5 1173 0 0 PointDisplacement 4 0 Prescribes translation of point [ft]. 764d3a6d-85da-4b1e-a14a-45bae38431ec Translation [ft] Trans true 0 0 0 150 20 Prescribed rotation about specified axis [deg]. bb9c2e9e-a699-431c-ae2a-0a2d2d592830 Rotation [deg] Rot true 0 0 0 150 20 Input indexes or coordinates. 51df235b-5057-4ba8-bc72-95892fda4753 Pos|Ind Pos|Ind false 0 0 0 150 20 Name of load-case. 47a01a3d-7485-41ca-a165-3bcabe5c516c 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. bb8c249e-dfff-470e-9d5f-af9a7626766d 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. 28ddcfdd-c683-4e3b-a698-c0f72788faa6 Kappa0 Kappa0 true 0 0 0 150 20 1 Identifiers of elements to which the pretension applies. d505d197-e1bf-4a0f-a87f-f076c20b15d7 Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} false Name of load-case. 72d6cf1b-3a97-4bed-b260-bb2910438839 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. 93f76d40-f708-4249-b3de-d80dec3c17a4 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. 2a57540e-1c5d-403c-8edf-7e0d544e51ce Linear change of Temperature ΔT true 0 0 0 150 20 1 Identifier of elements to which the temperature load applies. ecb98899-944e-4042-a9f8-dc223fb3fd4e Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} false Name of load-case. 4fe4d763-63a0-4232-8fb6-0131128cfa7e 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. 0b714ac3-3069-45af-8a83-7d0874ef8177 Vector Vec false 0 0 0 150 20 Input mesh where surface load acts. 796edab0-3e0d-4a71-941e-abb4b530a77f 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. 2a099fc0-37a8-4f21-8882-f100b0a89465 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. 237d25a9-a115-49da-8c9b-e0873b204acb AddPos AddPos true 0 0 0 150 20 Name of load-case. 86410bca-dbc9-48cc-87c7-558d2642d29f LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 Maximum number of line-load segments per 1D-element. cd4e9570-fdb4-4393-ac8b-2bc2d9f0de0d LineLoads per Element Loads/Elem true 0 0 0 150 20 Minimum length [ft] of line-load segments. 5a7dcb9c-3ffc-4d07-9bda-dd159d56129d 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. bda297e8-a10a-4ab5-b089-71031096ff6a Vectors Vecs false 0 0 0 150 20 Input mesh where surface load acts. 701a9d78-b5cf-4ebf-b3b5-c1d9517b2b1f 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. 823721b1-f0a7-435c-95db-4c13da222a8b 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. dac87290-3d14-431f-8560-86bd79fb2f10 AddPos AddPos true 0 0 0 150 20 Name of load-case. 7979494d-037e-4513-b1a2-b217585033f3 LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 Maximum number of line-load segments per 1D-element. 77afc21f-4952-4850-b123-9e9641850a04 LineLoads per Element Loads/Elem true 0 0 0 150 20 Minimum length [ft] of line-load segments. df45e17d-9b06-40d4-bbe7-c6b7e4d5a893 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 60;180;120;60 A group of Grasshopper objects d4610f63-d4cf-4316-a0b4-b27c319a1862 1ade9b44-5c48-4f15-aead-4ba9fa044709 a83a4baa-37e1-4df6-9d58-38363010b500 081e7aa1-4a47-4677-b638-2919b59ed41d 497d2bd9-0ca8-406e-bba4-b1b4fcd6750e 2c408b89-199b-4624-8dad-00a6670382e2 6b449886-04b2-4873-b7fd-7b91279935a9 bb88c1f5-120e-4de1-a9b2-3d3d2617ed8f 414e8af6-652c-45cb-ba7e-58d24bd94048 f971299a-dec2-46d6-afcd-990251bdebb1 61a2c7fb-df3e-49cf-b750-bd63886ec5c3 77ba08cf-bd06-415d-a42d-9baa4318e5a0 bce69c5a-d831-4b9d-a02d-0f6e3008d197 6e0a19b9-f831-4d97-9b0a-8618c5243e60 bcb7d18b-34cb-4a4c-a78d-5d2eaf37f9a6 5220ce08-3c6b-4029-8628-0f3d6ffaec29 42c9b475-8701-4492-8629-f6380a3565a2 741f4822-322c-4133-98d5-e6b6044cfea3 91dce8a3-200a-4cf2-bcc7-7dbbf2b9bf27 fab2cf7c-ed46-4ad4-9abc-9253f1c49660 4b302e6b-67f1-4ccf-8339-1e94721d59ce cbf2e221-1d07-4402-abd4-9b08ce7eef88 963fbf20-5397-4139-b6d5-752e5bdb519d 1e6dece2-0535-450c-b334-3c5b8ed222db 39e2d9d1-0d20-4c72-85d0-3e99c719e168 83dae637-20d6-4831-b073-cee3c7b60d51 27125ecb-7449-4261-804d-9adbb68270bd 60a10f6a-8535-4bdd-b280-ddbf389ccdad 6b6a85ce-1f59-4328-9265-cb4d6b69a3c3 8c7956e7-86e3-4f9e-8435-b4b77bf12fe9 86413d4a-c5e7-458b-96ce-9234e94998ef c66bf95e-45c1-4c0c-a464-c6868a887c10 a89f8f32-f840-4e73-93f8-47ff3d1e8ba7 c7b0ec84-b7fb-42db-8f0f-98b9a33c4ca3 2fd3e392-9594-440f-b557-559bde2c2848 b66357d0-0194-4a90-9ac4-25ce107891eb 1f122168-4cf2-4eec-9e3d-a266f4bc264a 4273dc73-d1b1-4e5b-a5da-4796a6ee96c2 e4e6ac7d-0681-4e1e-b4a3-14d81ffb69c4 27ad0390-a645-4c5a-bae0-bce22f160181 40 53646426-7627-4163-b9b2-fc7567285aae Group Shared Geometry and Loads (from Video 5) 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 7092858b-c83d-451a-88eb-3ace4c98391e false Support (Karamba3D) Supp 2801 470 164 164 2887 522 true 6 true true true true true true Input indexes or coordinates. e006c0e6-c908-4776-a73e-d0ca9c8ec6b1 Pos|Ind Pos|Ind false d4610f63-d4cf-4316-a0b4-b27c319a1862 081e7aa1-4a47-4677-b638-2919b59ed41d 2 2803 472 69 20 2826 482 Plane for orienting the support. By default, supports are defined using the global coordinate system. 649786f4-63e8-4460-9dd7-2cfb805a566a Plane of reference Plane true 0 2803 492 69 20 2826 502 Translational spring stiffness [kip/ft] at the support if there is no rigid support defined. 1fc9a631-414e-4f87-88ed-12d1e06751c1 Ct [kip/ft] Ct true 0 2803 512 69 20 2826 522 1 1 {0} 0 0 0 Rotational spring stiffness [kip.ft/rad] at the support if there is no rigid support defined. 8e7645cf-08b6-47c5-9eca-914f6853aae1 Cr [kip.ft/rad] Cr true 0 2803 532 69 20 2826 542 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. 63ee511e-6815-4fd0-afa7-d319a2296087 Dofs Dofs true 0 2803 552 69 20 2826 562 1 6 {0} 0 1 2 3 4 5 Output support(s). 944b9835-471b-46d8-af79-30bee9031f5d Support Supp false 0 2902 472 61 100 2919.5 522 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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 821715a9-5f0f-46bb-899b-34f0cda8ef6b false Assemble Model (Karamba3D) Assemble 3038 475 136 122 3101 527 1 Input beams/shells of the model. bddedc33-3070-4bf0-beee-ee725b7dc70f Elem Elem true 2f0ba6ff-fa03-4d38-86cc-894b53d2df9f 1 3040 477 46 20 3064.5 487 1 Input supports. e712c93e-6464-4c8f-97db-e44bf7139048 Support Support true 944b9835-471b-46d8-af79-30bee9031f5d 1 3040 497 46 20 3064.5 507 1 Input loads. fb6cebfa-5331-454b-9a13-decf0c9f74e9 Load Load true af601b76-342e-4ab2-b120-faf6d6d41b65 72064ea4-14e9-4024-b4a9-17f3128151bf 2 3040 517 46 20 3064.5 527 1 Input element joints. 83548d2d-30ba-4df6-bb0d-eef3bc2546c4 Joint Joint true 0 3040 537 46 20 3064.5 547 1 Input sets of beams. 5537d172-154e-4650-9b41-49d2d4ec6fe3 Beam Set Set true 0 3040 557 46 20 3064.5 567 Model based on inputs. 563c76b0-9c7c-4f18-ac5a-46cb4c45341b Model Model false 0 3116 477 56 20 3144 487 information regarding the assembly of the model. 5855ef3f-b5e0-4196-969d-f60985d5165f Info Info false 0 3116 497 56 20 3144 507 Mass of structure in [lbm]. Point masses are not included since version 2.0.0. c55c9995-a7e7-44f2-938a-a53bc7579bce Mass [lbm] Mass false 0 3116 517 56 20 3144 527 Centre of gravity of the model. Point masses are not included since version 2.0.0. 6f983b49-7d0d-4506-9d77-97ce9afcac0f Centre of Gravity COG false 0 3116 537 56 20 3144 547 List of load case names. 09bfa396-d7e8-425b-82ff-2251a8c7befa Load Case Names LCNames false 0 3116 557 56 20 3144 567 Assemble Model (Karamba3D) 1 Assemble Model (Karamba3D) 4 0 Limit distance [ft] for coincident points (for point-loads, supports given with coordinates). 029362aa-8cba-40b4-a2cc-959030fb9835 Limit Distance [ft] LDist true 0 3040 586 5 0 3064.5 586 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. 943a087f-765c-4a06-8453-586423db9f47 Points Pts true 0 3040 586 5 0 3064.5 586 1 Input cross-sections of the model. Can be used to override the cross-section definitions at the elements. 0174c941-d74e-4639-8742-0f519cfdfbed Cross-section CroSec true 0 3040 586 5 0 3064.5 586 1 Input materials of the model. Can be used to override the material-section definitions via cross-sections at the elements. 71c2f32b-8b41-4a32-97cc-ffc87448b7dd Material Mat true 0 3040 586 5 0 3064.5 586 0 0 false e2831209-f0ee-42f4-8891-a68065e55134 06126871-6c90-44c6-8d4e-8b68cc178608 Analyse (Karamba3D) Calculates the deflections of a given model. false true f10ffd70-61e5-443c-8240-765a5071b676 false Analyse (Karamba3D) Analyse 3226 477 124 84 3281 519 Model for which to calculate deflections. 0c832dae-a790-4354-a66a-56fbaaf3bf06 Model Model false 563c76b0-9c7c-4f18-ac5a-46cb4c45341b 1 3228 479 38 40 3248.5 499 1 Load cases for which to calculate deflections. 6fd9bf16-a2b1-4b6e-84e2-4c941a2c57bc Load Cases LCase true 0 3228 519 38 40 3248.5 539 Model with displacements calculated. 4be579c2-67db-4ce1-b249-32d9cf1852c1 Analysed Model Model false 0 3296 479 52 20 3322 489 Maximum displacement [in] of each load-case of the model at endpoints and mid-points of elements. 7c32691d-00a2-47b6-8ed6-fb0b50e4737e Maximum Displacement [in] MaxDisp false 0 3296 499 52 20 3322 509 Resulting force of external loads [kip] of each calculated load case in global directions. 4b36e21f-822b-46e4-9af0-cfcdad78ced5 Resulting force [kip] Force false 0 3296 519 52 20 3322 529 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. 06b916ac-ed7e-4fda-a7b7-b5fa9c3183e5 Change of elastic energy [kip.ft] Energy false 0 3296 539 52 20 3322 549 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 3dbe2fcb-1599-4aab-8d04-4cc3d799ccbc false Model View (Karamba3D) ModelView 3543.5 213 137 194 3605 265 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. c7d7954d-7909-4d56-b66c-429b6e2211c3 Model Model false 4be579c2-67db-4ce1-b249-32d9cf1852c1 1 3545.5 215 44.5 20 3569 225 Select load case to be displayed in each point of the structure by providing a string of the following form: 'LoadCaseCombinationName/SelectionCriterion1/SelectionCriterion2/...'. a671f543-2f6d-4f87-8666-80215ac27e6c Load Case LCase true 0 3545.5 235 44.5 20 3569 245 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. 72424278-93c9-4bc3-bfb5-6b4930fa52a3 Colours Colours true 0 3545.5 255 44.5 20 3569 265 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. 6200aa28-e14d-494d-817f-c8d9caaad4df View Selection View true 0 3545.5 275 44.5 20 3569 285 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. c92c0d07-708a-4661-acf1-2eac2bb582ec Deformation Direction defDir true 0 3545.5 295 44.5 20 3569 305 Model which was viewed. 2d548efa-7066-432b-a1bf-98aea3df7f55 Model Model false 0 3620 215 58.5 20 3649 225 Mesh of deformed structure. 020925ee-2cef-4b48-ad58-29c4502f1d77 Deformed Mesh DefMesh false 0 3620 235 58.5 20 3649 245 Axes of deformed structure (if enabled - see 'Elements' checkbox). ae5da89d-be0a-48e5-bbb3-4042a2027f1b Deformed Axes DefAxes false 0 3620 255 58.5 20 3649 265 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. 73c2f456-af3c-487d-b7f3-d0036243c37c Deformed Model DefModel false 0 3620 275 58.5 20 3649 285 Maximum displacement [in] of the displayed model parts. The setting of the 'defDir'-input is considered. 41740ad2-2f53-4e33-9385-da694351aa8c Maximum Deformation DefMax false 0 3620 295 58.5 20 3649 305 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 db99e0f2-08b5-482e-a12f-449061ffd269 false Beam View (Karamba3D) BeamView 3716 386 138 158 3776 438 false true true 0.5 1 0 2 0 1 0 2 false true false false false false false 20 false false false false false false false false false false false false false false true false false false false false false 2 30 1 0 8 10 1 0 Model to be viewed. e9fd956b-1326-4dd0-bb68-e7b3aa95a1e4 Model Model false 2d548efa-7066-432b-a1bf-98aea3df7f55 1 3718 388 43 100 3738.5 438 Viewed model. 16a33835-5e42-40d1-8a2a-f1267d0b798c Model Model false 0 3791 388 61 20 3819 398 Mesh of rendered structure: one mesh per shell or beam to keep the list order. The placeholder meshes for shells are 'Null Meshes'. 5a2089f1-ec8d-4d87-818d-e280f25f1135 Meshes of Rendered Beams Mesh false 0 3791 408 61 20 3819 418 Lines of sectional forces distribution (if enabled). 6fb0ef53-73c6-40c6-aada-213a4c5f65f8 Deformed Beam Axes Curves false 0 3791 428 61 20 3819 438 Colours of legend. 8cbfbd70-de54-400b-aaa0-24298be7e196 Legend Colours Legend C false 0 3791 448 61 20 3819 458 Tags of legend. 557afcfc-1d05-47c6-954a-ea256319d4e1 Legend Tags Legend T false 0 3791 468 61 20 3819 478 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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 dc2786ef-e88c-4f29-ab47-ea2fddbb2372 false Utilization of Elements (Karamba3D) Beams 3419 482 146 314 3498 614 Model with calculated displacements. bb67dc89-6a3d-48f3-89e2-aabf3b9456df Analysed Model Model false 4be579c2-67db-4ce1-b249-32d9cf1852c1 1 3421 484 62 28 3453.5 498.44446 1 Elements or identifiers of elements for which to retrieve utilization values. By default, all elements are included. f4135832-bd82-4879-9474-7ceaf2ce20a1 Elements|Identifiers Elems|Ids true 0 3421 512 62 29 3453.5 527.3334 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. 23f21a9f-fbd7-4330-b29b-c95fc6805c58 Load Case Combination LCase true 0 3421 541 62 29 3453.5 556.2222 Model from which utilization values were retrieved. 6b534188-8657-4a1a-8359-6534940ffb86 Model Model false 0 3513 484 50 20 3538 494 Beams 2 Beams 6 0 Number of sample points where cross section forces and resistance are compared for cross section design. 2294d659-942f-4cc7-afdc-29fb63dfee7c Number of Sample Points NSamples true 0 3421 570 62 29 3453.5 585.11115 1 1 {0} 3 If 'True': elastic cross section design utilization; false: plastic cross section design utilization for beams. Default: true. 64251dfc-04dd-471a-9fbe-0cff127981c7 Elastic Design Elast true 0 3421 599 62 29 3453.5 614 1 1 {0} true Material safety factor in case that buckling does not lead to failure. eed735d7-f5d3-4155-acc8-bd53b8843e32 GammaM0 GammaM0 true 0 3421 628 62 29 3453.5 642.8889 1 1 {0} 1 Material safety factor in case that buckling leads to failure. 6327a97e-8890-44fb-be5a-9ed83ba4c013 GammaM1 GammaM1 true 0 3421 657 62 29 3453.5 671.77783 1 1 {0} 1.1 If 'True': buckling involves sideways sway of the structure. acfebef5-2f1c-4980-8b9b-459720723455 SwayFrame SwayFrame true 0 3421 686 62 29 3453.5 700.6667 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. ab4af623-3eb4-4dc3-a534-66d2d78f11b8 With details? Details? true 0 3421 715 62 29 3453.5 729.55554 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). 0a62e173-7409-42e3-9b85-c544d82aa0c1 Utilization Util false 0 3513 504 50 20 3538 514 Maximum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. c6017580-5311-4ac4-aa7e-6a43ddb1ffad sig-max [ksi] sig-max false 0 3513 524 50 20 3538 534 Minimum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. 13eb9eb2-b404-43b5-970f-df89aff71183 sig-min [ksi] sig-min false 0 3513 544 50 20 3538 554 Maximum absolute shear stress [ksi] including torsion and shear in local Y- or Z-direction. 4c96d6c5-9e4e-4b77-b8b3-69bca027abd7 tau-max [ksi] tau-max false 0 3513 564 50 20 3538 574 Contribution of axial force to the total utilization. 26f4ae34-dd51-4b53-be49-233f6ac9caa9 Util-N Util-N false 0 3513 584 50 20 3538 594 Ratio between governing and ultimate shear force in Y-direction. da09f036-0698-4511-8396-528577acc401 Util-Vy Util-Vy false 0 3513 604 50 20 3538 614 Ratio between governing and ultimate shear force in Z-direction. cbc42332-2c0d-4d18-9819-2ada677d7572 Util-Vz Util-Vz false 0 3513 624 50 20 3538 634 Ratio between governing and ultimate torsional moment. bc782e71-853e-4eaa-8edd-5b07dd26f099 Util-Mt Util-Mt false 0 3513 644 50 20 3538 654 Contribution of bending moment about to local Y-axis to the total utilization. bc063fc2-27a3-4fcd-a188-ee21aea3e20b Util-My Util-My false 0 3513 664 50 20 3538 674 Contribution of bending moment about to local Z-axis to the total utilization. 1a34b589-5b4a-4ef2-99a2-a0471ae0401c Util-Mz Util-Mz false 0 3513 684 50 20 3538 694 Index of the governing load case for maximum and/or minimum utilization. 97f2c97b-f7b0-4874-9d94-f424701340da Load Case Index LCInd false 0 3513 704 50 20 3538 714 Intermediate values of the design calculations. 34027835-4321-4467-9d57-0b1f81d839ce Details Details false 0 3513 724 50 20 3538 734 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). 99c7bcdb-c9ed-4bfb-89f3-fdf692bceaca Utilization Util false 0 0 0 150 20 Index of the governing load case for maximum and/or minimum utilization. 11938266-0957-4eb8-b93e-d1511d5d8c38 Load Case Index LCInd false 0 0 0 150 20 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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 15acbaf9-b942-489d-b7d5-4dfb84558203 false Assemble Model (Karamba3D) Assemble 2865 1172 136 207 2928 1224 1 Input beams/shells of the model. 0698ce73-3e45-4d48-95b9-6febba0db813 Elem Elem true 2f0ba6ff-fa03-4d38-86cc-894b53d2df9f 1 2867 1174 46 20 2891.5 1184 1 Input supports. 14cf820f-ffe9-4622-a2be-71cda8c8fd6d Support Support true b4bd0e66-8a23-4121-a2c8-4315ebb631f2 c20dd324-bf7d-4c8c-8981-009f6dd6d0e4 2 2867 1194 46 20 2891.5 1204 1 Input loads. adc275f8-3291-48f7-b5a6-daf770dd3b73 Load Load true af601b76-342e-4ab2-b120-faf6d6d41b65 72064ea4-14e9-4024-b4a9-17f3128151bf 2 2867 1214 46 20 2891.5 1224 1 Input element joints. 4cd901bb-19d6-4457-9488-5d74d01e8c52 Joint Joint true 0 2867 1234 46 20 2891.5 1244 1 Input sets of beams. cb83a115-6aab-4516-8d62-9226ca7b6a6a Beam Set Set true 0 2867 1254 46 20 2891.5 1264 Model based on inputs. 4d4fcb52-eec3-431b-abf9-268011b0f2aa Model Model false 0 2943 1174 56 20 2971 1184 information regarding the assembly of the model. 635a0480-4c8d-4428-af20-ce9f7859d008 Info Info false 0 2943 1194 56 20 2971 1204 Mass of structure in [lbm]. Point masses are not included since version 2.0.0. b6aa3890-40db-46b8-9820-67e312722261 Mass [lbm] Mass false 0 2943 1214 56 20 2971 1224 Centre of gravity of the model. Point masses are not included since version 2.0.0. 8751a1a7-76f3-4cd5-91af-70684a3d1c10 Centre of Gravity COG false 0 2943 1234 56 20 2971 1244 List of load case names. eed935f8-e3e2-4fe6-8893-95aef1312b22 Load Case Names LCNames false 0 2943 1254 56 20 2971 1264 Assemble Model (Karamba3D) 1 Assemble Model (Karamba3D) 4 0 Limit distance [ft] for coincident points (for point-loads, supports given with coordinates). ff22fe91-0f49-45da-9915-48810bc51593 Limit Distance [ft] LDist true 0 2867 1296 46 20 2891.5 1306 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. 43a5ab2a-70a4-4497-a86a-d74422eb1e32 Points Pts true 0 2867 1316 46 20 2891.5 1326 1 Input cross-sections of the model. Can be used to override the cross-section definitions at the elements. d5fab527-1adc-42df-ac2f-ada97515444b Cross-section CroSec true 0 2867 1336 46 20 2891.5 1346 1 Input materials of the model. Can be used to override the material-section definitions via cross-sections at the elements. 5970f4b7-a8a6-4120-a128-4c68fe8ab753 Material Mat true 0 2867 1356 46 20 2891.5 1366 0 0 true e2831209-f0ee-42f4-8891-a68065e55134 06126871-6c90-44c6-8d4e-8b68cc178608 Analyse (Karamba3D) Calculates the deflections of a given model. false true 88215a24-126b-40ac-8516-49f4831fbf78 false Analyse (Karamba3D) Analyse 3077 1204 124 84 3132 1246 Model for which to calculate deflections. a0d77a16-1814-421d-a47d-59281bf5efce Model Model false 4d4fcb52-eec3-431b-abf9-268011b0f2aa 1 3079 1206 38 40 3099.5 1226 1 Load cases for which to calculate deflections. 83a9f601-9333-47c4-a20d-07b5dfb7d96c Load Cases LCase true 0 3079 1246 38 40 3099.5 1266 Model with displacements calculated. e8adb398-0c39-439a-8c38-52a65afb6a89 Analysed Model Model false 0 3147 1206 52 20 3173 1216 Maximum displacement [in] of each load-case of the model at endpoints and mid-points of elements. 82ffee40-c29b-4235-a14a-ec9f313ab4d3 Maximum Displacement [in] MaxDisp false 0 3147 1226 52 20 3173 1236 Resulting force of external loads [kip] of each calculated load case in global directions. 5c47a98e-7695-4be1-97ab-468218ce07d3 Resulting force [kip] Force false 0 3147 1246 52 20 3173 1256 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. 8b33b567-66e7-4ff1-b0d7-e2364ec27f0e Change of elastic energy [kip.ft] Energy false 0 3147 1266 52 20 3173 1276 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 84170ab6-3cc8-4e75-a2ab-45555903e389 false Model View (Karamba3D) ModelView 3275.5 1039 137 194 3337 1091 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. 5842a482-1bf7-40d9-a6ce-18d48b84fa0c Model Model false e8adb398-0c39-439a-8c38-52a65afb6a89 1 3277.5 1041 44.5 20 3301 1051 Select load case to be displayed in each point of the structure by providing a string of the following form: 'LoadCaseCombinationName/SelectionCriterion1/SelectionCriterion2/...'. 94a6f950-6974-44f2-906c-9fed7e995e2d Load Case LCase true 0 3277.5 1061 44.5 20 3301 1071 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. 3976c178-0ffa-4512-819f-370bdaebfa25 Colours Colours true 0 3277.5 1081 44.5 20 3301 1091 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. e27b93fc-f0c0-4f17-8617-044ec6c2cdfa View Selection View true 0 3277.5 1101 44.5 20 3301 1111 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. d691d066-cc4a-42b0-8e4b-c221e3ef6b41 Deformation Direction defDir true 0 3277.5 1121 44.5 20 3301 1131 Model which was viewed. 24a4072a-728c-49b6-a3f6-d057dc2dcf88 Model Model false 0 3352 1041 58.5 20 3381 1051 Mesh of deformed structure. e1a413ca-c307-43c4-ae20-3541c62d7d1f Deformed Mesh DefMesh false 0 3352 1061 58.5 20 3381 1071 Axes of deformed structure (if enabled - see 'Elements' checkbox). ccfecca8-164e-4a7d-a3d0-05a005673e03 Deformed Axes DefAxes false 0 3352 1081 58.5 20 3381 1091 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. 30be9292-9c30-412a-a109-651911ddc981 Deformed Model DefModel false 0 3352 1101 58.5 20 3381 1111 Maximum displacement [in] of the displayed model parts. The setting of the 'defDir'-input is considered. 89108761-cc5a-4ef9-9d86-8b4fd352c285 Maximum Deformation DefMax false 0 3352 1121 58.5 20 3381 1131 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 f47a11cf-546a-451a-b1dc-e6a68277d0a4 false Beam View (Karamba3D) BeamView 3732 1143 138 247 3792 1195 false true true 0.5 1 0 2 0 1 0 2 false true false false false false false 20 false false false false false false false false false false false false false false true false false false false false true 2 30 1 0 8 10 1 0 Model to be viewed. e4a7170a-31b8-47e2-a206-dd3e5c4a3e97 Model Model false 5884eba4-ddaf-4d32-96be-7d6f44015518 1 3734 1145 43 100 3754.5 1195 Viewed model. e6d7eea0-7fa2-4191-970f-d7c627360597 Model Model false 0 3807 1145 61 20 3835 1155 Mesh of rendered structure: one mesh per shell or beam to keep the list order. The placeholder meshes for shells are 'Null Meshes'. a3cd85c5-c766-48b5-a591-592f0b739a1a Meshes of Rendered Beams Mesh false 0 3807 1165 61 20 3835 1175 Lines of sectional forces distribution (if enabled). 2caea3dd-8b65-403e-bb9a-b7761195206e Deformed Beam Axes Curves false 0 3807 1185 61 20 3835 1195 Colours of legend. cbe87938-0032-42d9-a414-768a1f41a43d Legend Colours Legend C false 0 3807 1205 61 20 3835 1215 Tags of legend. afab9fb1-4590-48dc-8fa0-a4b0ec3b3ac8 Legend Tags Legend T false 0 3807 1225 61 20 3835 1235 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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 56da8625-1f0f-423a-bd74-f26828e5263f false Utilization of Elements (Karamba3D) Beams 3448 1263 146 314 3527 1395 Model with calculated displacements. 37a2dc1b-7454-4f2d-8cfd-b38bbf8c193f Analysed Model Model false e8adb398-0c39-439a-8c38-52a65afb6a89 1 3450 1265 62 28 3482.5 1279.4445 1 Elements or identifiers of elements for which to retrieve utilization values. By default, all elements are included. a46c950d-cd92-495c-b29b-78e851bce6ad Elements|Identifiers Elems|Ids true 0 3450 1293 62 29 3482.5 1308.3334 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. eddfbbaa-afd8-462a-8961-fefd730b77ba Load Case Combination LCase true 0 3450 1322 62 29 3482.5 1337.2223 Model from which utilization values were retrieved. 5fb88e3d-988e-4a0d-bb09-8477ea5277c0 Model Model false 0 3542 1265 50 20 3567 1275 Beams 2 Beams 6 0 Number of sample points where cross section forces and resistance are compared for cross section design. 8108094c-ff23-4562-b97b-7dfdf1a2d7ad Number of Sample Points NSamples true 0 3450 1351 62 29 3482.5 1366.1111 1 1 {0} 3 If 'True': elastic cross section design utilization; false: plastic cross section design utilization for beams. Default: true. 4e5ece4e-0514-42d8-b7eb-18896b5e363f Elastic Design Elast true 0 3450 1380 62 29 3482.5 1395 1 1 {0} true Material safety factor in case that buckling does not lead to failure. 74866c03-ca74-4de3-9b58-1c41e5b7fe0f GammaM0 GammaM0 true 0 3450 1409 62 29 3482.5 1423.8889 1 1 {0} 1 Material safety factor in case that buckling leads to failure. 55489218-6720-4791-a2e1-cfc69377ec77 GammaM1 GammaM1 true 0 3450 1438 62 29 3482.5 1452.7778 1 1 {0} 1.1 If 'True': buckling involves sideways sway of the structure. 010132be-4d29-40e9-9a9f-36e6b8ba0551 SwayFrame SwayFrame true 0 3450 1467 62 29 3482.5 1481.6666 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. a1cae3dd-d5f0-402e-89ee-1af69e7eea46 With details? Details? true 0 3450 1496 62 29 3482.5 1510.5555 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). 4c0fbdcb-4fd8-434b-be89-579bb1c4fcba Utilization Util false 0 3542 1285 50 20 3567 1295 Maximum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. 9f02f19d-23f2-44c9-ac8d-2232f427c4d2 sig-max [ksi] sig-max false 0 3542 1305 50 20 3567 1315 Minimum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. 6c72c1b0-e7fc-4cd7-9919-25851fce380b sig-min [ksi] sig-min false 0 3542 1325 50 20 3567 1335 Maximum absolute shear stress [ksi] including torsion and shear in local Y- or Z-direction. d528ee4f-b71f-4a09-8143-9eac62d5b808 tau-max [ksi] tau-max false 0 3542 1345 50 20 3567 1355 Contribution of axial force to the total utilization. 9b791ad4-65cc-40c3-b21d-c84c0165c4a1 Util-N Util-N false 0 3542 1365 50 20 3567 1375 Ratio between governing and ultimate shear force in Y-direction. 4fcd3a8e-a3f5-4708-b53a-5e478e2708c3 Util-Vy Util-Vy false 0 3542 1385 50 20 3567 1395 Ratio between governing and ultimate shear force in Z-direction. 500b05f8-ad66-48d0-b595-2808b256018c Util-Vz Util-Vz false 0 3542 1405 50 20 3567 1415 Ratio between governing and ultimate torsional moment. b971f08a-c313-4db1-b290-04b2e504027d Util-Mt Util-Mt false 0 3542 1425 50 20 3567 1435 Contribution of bending moment about to local Y-axis to the total utilization. f9e7640e-d717-4bdd-bae2-44d9508c9ca8 Util-My Util-My false 0 3542 1445 50 20 3567 1455 Contribution of bending moment about to local Z-axis to the total utilization. 1c8f1a78-e02a-414b-99fc-661d8971cb52 Util-Mz Util-Mz false 0 3542 1465 50 20 3567 1475 Index of the governing load case for maximum and/or minimum utilization. d392029a-5f9c-478b-811f-bf512429476b Load Case Index LCInd false 0 3542 1485 50 20 3567 1495 Intermediate values of the design calculations. 53782123-0719-4bf2-9abd-c529fb10c560 Details Details false 0 3542 1505 50 20 3567 1515 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). 4707b74f-6e46-4d31-a402-4e25e8f9db7c Utilization Util false 0 0 0 150 20 Index of the governing load case for maximum and/or minimum utilization. 3886adc9-ad27-4d70-ab26-1113cdd17b76 Load Case Index LCInd false 0 0 0 150 20 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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 76f98d0b-8163-4139-bda2-a92b5bf7826b false Assemble Model (Karamba3D) Assemble 2786 2038 136 122 2849 2090 1 Input beams/shells of the model. d75ac96d-75c2-4de2-bca4-8ba7d2a4ef71 Elem Elem true 2f0ba6ff-fa03-4d38-86cc-894b53d2df9f 1 2788 2040 46 20 2812.5 2050 1 Input supports. 3945d953-c535-4d08-95a0-cce9d26f06b5 Support Support true 13224970-f0de-47da-8fc2-7a82d32666e6 886f1baf-69f5-4345-b7c7-ea51949944df 2 2788 2060 46 20 2812.5 2070 1 Input loads. 9bd7dace-9413-41dd-8b2e-12d515df1961 Load Load true af601b76-342e-4ab2-b120-faf6d6d41b65 72064ea4-14e9-4024-b4a9-17f3128151bf 2 2788 2080 46 20 2812.5 2090 1 Input element joints. a9433f95-a30a-4bdd-bddc-114fa79da21a Joint Joint true 0 2788 2100 46 20 2812.5 2110 1 Input sets of beams. 93ad83ca-d0af-4a9e-b20c-7827817ca2b3 Beam Set Set true 0 2788 2120 46 20 2812.5 2130 Model based on inputs. 686fdf86-67f4-42ad-a121-995082ed5357 Model Model false 0 2864 2040 56 20 2892 2050 information regarding the assembly of the model. b3fccd02-45e9-4eb3-8ddb-f4b9dea80b63 Info Info false 0 2864 2060 56 20 2892 2070 Mass of structure in [lbm]. Point masses are not included since version 2.0.0. 5a85147a-37e4-4913-9eff-9585670ce117 Mass [lbm] Mass false 0 2864 2080 56 20 2892 2090 Centre of gravity of the model. Point masses are not included since version 2.0.0. 41112318-954f-4ad6-a17e-af0d7ef73dbe Centre of Gravity COG false 0 2864 2100 56 20 2892 2110 List of load case names. 3952660f-6e2f-4b90-81a5-0f179b7eeabe Load Case Names LCNames false 0 2864 2120 56 20 2892 2130 Assemble Model (Karamba3D) 1 Assemble Model (Karamba3D) 4 0 Limit distance [ft] for coincident points (for point-loads, supports given with coordinates). 994902f7-5c3c-413b-b818-35e91188b8a6 Limit Distance [ft] LDist true 0 2788 2149 5 0 2812.5 2149 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. 2b472dc3-9fd3-46a9-980f-3fbd20f79016 Points Pts true 0 2788 2149 5 0 2812.5 2149 1 Input cross-sections of the model. Can be used to override the cross-section definitions at the elements. 5bcff27f-bc2d-46ad-94ea-8331c6c87223 Cross-section CroSec true 0 2788 2149 5 0 2812.5 2149 1 Input materials of the model. Can be used to override the material-section definitions via cross-sections at the elements. c2c07a03-5d39-497f-99d1-667cbac5709b Material Mat true 0 2788 2149 5 0 2812.5 2149 0 0 false e2831209-f0ee-42f4-8891-a68065e55134 06126871-6c90-44c6-8d4e-8b68cc178608 Analyse (Karamba3D) Calculates the deflections of a given model. false true c1ef9446-171c-4cee-8da4-3dd03115ab26 false Analyse (Karamba3D) Analyse 2979 2012 124 84 3034 2054 Model for which to calculate deflections. e105af9e-633e-4e4b-a40a-386bf277abe0 Model Model false 686fdf86-67f4-42ad-a121-995082ed5357 1 2981 2014 38 40 3001.5 2034 1 Load cases for which to calculate deflections. 9d379292-444a-423b-8cb0-462ab28bdd3a Load Cases LCase true 0 2981 2054 38 40 3001.5 2074 Model with displacements calculated. 572a6d46-1c24-48e5-b5af-8a6d9072fb85 Analysed Model Model false 0 3049 2014 52 20 3075 2024 Maximum displacement [in] of each load-case of the model at endpoints and mid-points of elements. 98325e02-749f-42d2-bfc0-5e280dafd014 Maximum Displacement [in] MaxDisp false 0 3049 2034 52 20 3075 2044 Resulting force of external loads [kip] of each calculated load case in global directions. fed76d9e-8178-4a46-9b97-de5e76490b3c Resulting force [kip] Force false 0 3049 2054 52 20 3075 2064 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. 16defff3-12bb-4de6-a7fe-919887d82326 Change of elastic energy [kip.ft] Energy false 0 3049 2074 52 20 3075 2084 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 bcdd1c3e-13fa-4115-bf8c-d74670bda933 false Model View (Karamba3D) ModelView 3174.5 1969 137 194 3236 2021 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. fcfcccd1-ce05-4566-99ba-af974850a9b6 Model Model false 572a6d46-1c24-48e5-b5af-8a6d9072fb85 1 3176.5 1971 44.5 20 3200 1981 Select load case to be displayed in each point of the structure by providing a string of the following form: 'LoadCaseCombinationName/SelectionCriterion1/SelectionCriterion2/...'. 93eb80d7-6d50-4da9-805f-adce34f9d0f9 Load Case LCase true 0 3176.5 1991 44.5 20 3200 2001 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. ed474e29-37f3-4aeb-8321-a491955ef756 Colours Colours true 0 3176.5 2011 44.5 20 3200 2021 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. 6993a09f-e8b2-4fa6-8132-257ee0696dcc View Selection View true 0 3176.5 2031 44.5 20 3200 2041 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. af0062db-127b-4db1-8fba-96f904cc305d Deformation Direction defDir true 0 3176.5 2051 44.5 20 3200 2061 Model which was viewed. c0bf855d-b453-4fa9-b820-cd6f6a193b41 Model Model false 0 3251 1971 58.5 20 3280 1981 Mesh of deformed structure. 50d3d475-a4b1-4e51-81f8-2e90cbd2a99d Deformed Mesh DefMesh false 0 3251 1991 58.5 20 3280 2001 Axes of deformed structure (if enabled - see 'Elements' checkbox). c2cc5e84-ab78-4ab1-88c6-bc9e63e20835 Deformed Axes DefAxes false 0 3251 2011 58.5 20 3280 2021 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. 76851f4d-1292-4dfb-9e77-21f61ca77f60 Deformed Model DefModel false 0 3251 2031 58.5 20 3280 2041 Maximum displacement [in] of the displayed model parts. The setting of the 'defDir'-input is considered. 8cee0fc4-15a0-4a2c-818c-8fa9127d41e0 Maximum Deformation DefMax false 0 3251 2051 58.5 20 3280 2061 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 4d71d1f3-1bf5-4dee-846b-c349b9928195 false Beam View (Karamba3D) BeamView 3376 1998 138 247 3436 2050 false true true 0.5 1 0 2 0 1 0 2 false true false false false false false 20 false false false false false false false false false false false false false false true false false false false false true 2 30 1 0 8 10 1 0 Model to be viewed. f781528f-cddd-47c1-b2ce-327af2d7b450 Model Model false 59c46b19-0f7b-45da-a512-82ff54ea1d9d 1 3378 2000 43 100 3398.5 2050 Viewed model. 8332a074-bbf9-4551-a7e2-64bf41662f7a Model Model false 0 3451 2000 61 20 3479 2010 Mesh of rendered structure: one mesh per shell or beam to keep the list order. The placeholder meshes for shells are 'Null Meshes'. af0c49de-0ba6-4aee-9d21-9b835b173be7 Meshes of Rendered Beams Mesh false 0 3451 2020 61 20 3479 2030 Lines of sectional forces distribution (if enabled). 79d90c6c-f622-49fd-9f3c-1d423a450fd4 Deformed Beam Axes Curves false 0 3451 2040 61 20 3479 2050 Colours of legend. c85c85e1-b252-45f1-86c2-bcc87bf639b3 Legend Colours Legend C false 0 3451 2060 61 20 3479 2070 Tags of legend. 47fc9d3d-72f8-484c-b25f-6c09bae3e5b0 Legend Tags Legend T false 0 3451 2080 61 20 3479 2090 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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 485abde4-41c5-4f7a-b4ce-9faca9cb07c8 false Utilization of Elements (Karamba3D) Beams 3007 2160 146 282 3086 2292 Model with calculated displacements. ac82e558-668e-4833-b526-53b9d5c0c2a9 Analysed Model Model false 572a6d46-1c24-48e5-b5af-8a6d9072fb85 1 3009 2162 62 28 3041.5 2176.4443 1 Elements or identifiers of elements for which to retrieve utilization values. By default, all elements are included. b380c2e2-6b1e-43a0-842b-88b73dde53f3 Elements|Identifiers Elems|Ids true 0 3009 2190 62 29 3041.5 2205.3333 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. 00e24681-4eca-4e23-aaf1-a56993e9b568 Load Case Combination LCase true 0 3009 2219 62 29 3041.5 2234.2222 Model from which utilization values were retrieved. 9a84b693-1e0d-4b8b-9fab-810434dad076 Model Model false 0 3101 2162 50 20 3126 2172 Beams 2 Beams 6 0 Number of sample points where cross section forces and resistance are compared for cross section design. d0d89272-d4cb-4d4e-ad5a-f37995aea0d9 Number of Sample Points NSamples true 0 3009 2248 62 29 3041.5 2263.111 1 1 {0} 3 If 'True': elastic cross section design utilization; false: plastic cross section design utilization for beams. Default: true. 8180a976-c38b-45d9-83b5-6575a049686c Elastic Design Elast true 0 3009 2277 62 29 3041.5 2292 1 1 {0} true Material safety factor in case that buckling does not lead to failure. 5ab774ae-5dfb-45b8-8e3f-f2043990da3f GammaM0 GammaM0 true 0 3009 2306 62 29 3041.5 2320.8887 1 1 {0} 1 Material safety factor in case that buckling leads to failure. 5fc07b9d-f5a9-4cb0-ad7d-fc7d9dc775a0 GammaM1 GammaM1 true 0 3009 2335 62 29 3041.5 2349.7776 1 1 {0} 1.1 If 'True': buckling involves sideways sway of the structure. 31302bf9-1807-48c3-8263-518d02a6d3d2 SwayFrame SwayFrame true 0 3009 2364 62 29 3041.5 2378.6665 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. f562cb33-d22f-48b6-83f6-77f6f6c40956 With details? Details? true 0 3009 2393 62 29 3041.5 2407.5554 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). c4145680-e64c-4004-8f91-fcfe518029f7 Utilization Util false 0 3101 2182 50 20 3126 2192 Maximum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. cc1236fd-f0f4-41ce-a7da-08e352c6ef36 sig-max [ksi] sig-max false 0 3101 2202 50 20 3126 2212 Minimum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. b3b95c46-4961-4e63-9a18-7e2535e2bb0d sig-min [ksi] sig-min false 0 3101 2222 50 20 3126 2232 Maximum absolute shear stress [ksi] including torsion and shear in local Y- or Z-direction. c053008e-ca2d-45fe-b62b-d766d52e203a tau-max [ksi] tau-max false 0 3101 2242 50 20 3126 2252 Contribution of axial force to the total utilization. 6efadc0b-8aeb-4877-a5f1-2ce0f0ec5ee0 Util-N Util-N false 0 3101 2262 50 20 3126 2272 Ratio between governing and ultimate shear force in Y-direction. 40750783-d659-471b-9d69-415ec518040c Util-Vy Util-Vy false 0 3101 2282 50 20 3126 2292 Ratio between governing and ultimate shear force in Z-direction. 74d9111d-979a-40d3-84a4-a95291b6f237 Util-Vz Util-Vz false 0 3101 2302 50 20 3126 2312 Ratio between governing and ultimate torsional moment. 0c86c65f-34cb-4ee2-b209-41139e8f181d Util-Mt Util-Mt false 0 3101 2322 50 20 3126 2332 Contribution of bending moment about to local Y-axis to the total utilization. c11548c2-ebdc-4241-bc91-b1d11abb02bc Util-My Util-My false 0 3101 2342 50 20 3126 2352 Contribution of bending moment about to local Z-axis to the total utilization. e2af1bc2-0b55-4293-800b-66dcedc44462 Util-Mz Util-Mz false 0 3101 2362 50 20 3126 2372 Index of the governing load case for maximum and/or minimum utilization. a6fbdd55-ab71-4a04-a92f-74e7a9b0b3a9 Load Case Index LCInd false 0 3101 2382 50 20 3126 2392 Intermediate values of the design calculations. a6fb733d-afc6-4945-ae93-5ea3a96287a5 Details Details false 0 3101 2402 50 20 3126 2412 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). 035b379d-3090-41af-b2f8-e2fe236837d6 Utilization Util false 0 0 0 150 20 Index of the governing load case for maximum and/or minimum utilization. 58b77f8f-9e23-4725-b52f-9950edf66070 Load Case Index LCInd false 0 0 0 150 20 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 5b43eb9c-e603-44a2-b0a3-205df93ad6b0 false Support (Karamba3D) Supp 2559 1072 164 164 2645 1124 true 6 true true true false false false Input indexes or coordinates. 707f1032-0597-4372-8d84-5210580dd97a Pos|Ind Pos|Ind false d4610f63-d4cf-4316-a0b4-b27c319a1862 1 2561 1074 69 20 2584 1084 Plane for orienting the support. By default, supports are defined using the global coordinate system. fc4fee2d-d446-4f65-b84e-b9d393cca3b2 Plane of reference Plane true 0 2561 1094 69 20 2584 1104 Translational spring stiffness [kip/ft] at the support if there is no rigid support defined. 7b23e56a-4ca7-4ce8-aa23-48e2f737bdd9 Ct [kip/ft] Ct true 0 2561 1114 69 20 2584 1124 1 1 {0} 0 0 0 Rotational spring stiffness [kip.ft/rad] at the support if there is no rigid support defined. 9979d188-08e8-4619-88be-a43f35754a4c Cr [kip.ft/rad] Cr true 0 2561 1134 69 20 2584 1144 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. 13f10c4c-c7ac-42b6-b844-4b20b4f904e6 Dofs Dofs true 0 2561 1154 69 20 2584 1164 1 4 {0} 0 1 2 3 Output support(s). b4bd0e66-8a23-4121-a2c8-4315ebb631f2 Support Supp false 0 2660 1074 61 100 2677.5 1124 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 8ac69a13-79d6-4502-9f98-67cc9128ac10 false Support (Karamba3D) Supp 2550 1328 164 164 2636 1380 true 6 true true true false false false Input indexes or coordinates. 4198ecfe-46f1-4279-aac6-c9bde1fc8e2e Pos|Ind Pos|Ind false 081e7aa1-4a47-4677-b638-2919b59ed41d 1 2552 1330 69 20 2575 1340 Plane for orienting the support. By default, supports are defined using the global coordinate system. e1f3123d-1902-4935-bf26-7f6163e31276 Plane of reference Plane true 0 2552 1350 69 20 2575 1360 Translational spring stiffness [kip/ft] at the support if there is no rigid support defined. 936bbca8-798a-4b8f-ae3d-fd536c50dbcc Ct [kip/ft] Ct true 0 2552 1370 69 20 2575 1380 1 1 {0} 0 0 0 Rotational spring stiffness [kip.ft/rad] at the support if there is no rigid support defined. 3452276b-9c27-43a3-a0d5-651c00124f1b Cr [kip.ft/rad] Cr true 0 2552 1390 69 20 2575 1400 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. e7b22813-5cfb-4d7b-8c81-9912102313aa Dofs Dofs true 0 2552 1410 69 20 2575 1420 1 3 {0} 0 1 2 Output support(s). c20dd324-bf7d-4c8c-8981-009f6dd6d0e4 Support Supp false 0 2651 1330 61 100 2668.5 1380 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 7723691f-2c4c-4144-a67b-7764ccb7e5d9 false Support (Karamba3D) Supp 2550 1923 164 164 2636 1975 true 6 true true true true true true Input indexes or coordinates. e55c8df3-33a7-4a9d-bba9-91583bcf48ec Pos|Ind Pos|Ind false d4610f63-d4cf-4316-a0b4-b27c319a1862 1 2552 1925 69 20 2575 1935 Plane for orienting the support. By default, supports are defined using the global coordinate system. cd29b958-46ed-4fae-8ec6-6bd243dbea86 Plane of reference Plane true 0 2552 1945 69 20 2575 1955 Translational spring stiffness [kip/ft] at the support if there is no rigid support defined. bbca7794-6ea3-4e96-ba2a-1aca72db0fad Ct [kip/ft] Ct true 0 2552 1965 69 20 2575 1975 1 1 {0} 0 0 0 Rotational spring stiffness [kip.ft/rad] at the support if there is no rigid support defined. 8c4170b4-9e49-438e-b8f4-a510769b54ed Cr [kip.ft/rad] Cr true 0 2552 1985 69 20 2575 1995 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. 117664c4-d9f3-4cff-8870-d6d86c18decc Dofs Dofs true 0 2552 2005 69 20 2575 2015 1 6 {0} 0 1 2 3 4 5 Output support(s). 13224970-f0de-47da-8fc2-7a82d32666e6 Support Supp false 0 2651 1925 61 100 2668.5 1975 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 0c91f430-1d83-45c1-81da-ed37dc78eb0b false Support (Karamba3D) Supp 2561 2137 164 164 2647 2189 true 6 false false false false false false Input indexes or coordinates. 104dc56e-bd9e-4eab-8821-e62becd6da0a Pos|Ind Pos|Ind false 081e7aa1-4a47-4677-b638-2919b59ed41d 1 2563 2139 69 20 2586 2149 Plane for orienting the support. By default, supports are defined using the global coordinate system. f37fd8d9-9f5f-46a8-82ea-5d1757fb1e9c Plane of reference Plane true 0 2563 2159 69 20 2586 2169 Translational spring stiffness [kip/ft] at the support if there is no rigid support defined. 4d208c75-b8da-4553-ba4e-0717ceefeea8 Ct [kip/ft] Ct true 0 2563 2179 69 20 2586 2189 1 1 {0} 0 0 0 Rotational spring stiffness [kip.ft/rad] at the support if there is no rigid support defined. 4a686e13-ec65-472a-9cef-dc5327a80fea Cr [kip.ft/rad] Cr true 0 2563 2199 69 20 2586 2209 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. 227786e6-cbdf-4676-bfaa-8b6c0b2604fb Dofs Dofs true 0 2563 2219 69 20 2586 2229 1 3 {0} 0 1 2 Output support(s). 886f1baf-69f5-4345-b7c7-ea51949944df Support Supp false 0 2662 2139 61 100 2679.5 2189 c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 3 60;200;150;60 A group of Grasshopper objects 7092858b-c83d-451a-88eb-3ace4c98391e 821715a9-5f0f-46bb-899b-34f0cda8ef6b f10ffd70-61e5-443c-8240-765a5071b676 3dbe2fcb-1599-4aab-8d04-4cc3d799ccbc db99e0f2-08b5-482e-a12f-449061ffd269 dc2786ef-e88c-4f29-ab47-ea2fddbb2372 cee8779b-3c95-4d69-8ef6-fd526d9b3618 15acbaf9-b942-489d-b7d5-4dfb84558203 88215a24-126b-40ac-8516-49f4831fbf78 84170ab6-3cc8-4e75-a2ab-45555903e389 f47a11cf-546a-451a-b1dc-e6a68277d0a4 56da8625-1f0f-423a-bd74-f26828e5263f 3d607daf-2869-4ecd-b032-96ec901f10b6 76f98d0b-8163-4139-bda2-a92b5bf7826b c1ef9446-171c-4cee-8da4-3dd03115ab26 bcdd1c3e-13fa-4115-bf8c-d74670bda933 4d71d1f3-1bf5-4dee-846b-c349b9928195 485abde4-41c5-4f7a-b4ce-9faca9cb07c8 978790c7-a326-4b8c-9bb6-34fff8875486 5b43eb9c-e603-44a2-b0a3-205df93ad6b0 8ac69a13-79d6-4502-9f98-67cc9128ac10 7723691f-2c4c-4144-a67b-7764ccb7e5d9 0c91f430-1d83-45c1-81da-ed37dc78eb0b d5406b16-750d-413a-95cc-c85abeaf582b bc774022-d382-448c-ba82-406e27fe14f7 b0d6d70f-d5bb-4ee2-af35-c92aad5c04fd ebf991f4-cec4-4c10-ba6c-73f387a1dbae ee21118e-49cc-46f2-92df-c9ceacf7f06d 52dee547-3ddd-4b58-b196-cbdc80f74ca3 20e7433b-099c-4d4f-a1df-e468d5ba13e5 a452dc24-1334-49f2-bdd8-82f10b35b5ed 581c07bc-9050-4415-8587-18d9bcf81e69 3ca4cc7a-076d-4cc7-b0ed-62eeefc0eb37 7d5b2546-9970-4ea0-b611-131ffea2b0c8 68b349a1-9823-4b44-9282-d127ad7876bb 88a9e29d-a101-4f54-a54a-d3f1a14a5fa3 36 520132d6-1585-4647-9367-bb5bb1fc2c2a Group VIDEO 6: Support Conditions 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values 8c7956e7-86e3-4f9e-8435-b4b77bf12fe9 false Number Slider V6_Shared_Span_ft false 0 890 971 224 20 890.6095 971.74396 3 1 0 12 3 0 6.918 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values 86413d4a-c5e7-458b-96ce-9234e94998ef false Number Slider V6_Shared_Height_ft false 0 890 932 233 20 890.6095 932.74396 3 1 0 8 2 0 4.156 a0d62394-a118-422d-abb3-6af115c75b25 Addition Mathematical addition c66bf95e-45c1-4c0c-a464-c6868a887c10 false Addition V6_Shared_BaseR_X 1116 1076 65 140 1147 1146 2 8ec86459-bf01-4409-baee-174d0d2b13d0 8ec86459-bf01-4409-baee-174d0d2b13d0 1 8ec86459-bf01-4409-baee-174d0d2b13d0 First item for addition 2b4eac53-da14-45a3-9904-b7c07457fba7 A A true 0 1118 1078 14 68 1126.5 1112 1 1 {0} Grasshopper.Kernel.Types.GH_Number 60 Second item for addition 2de00e7b-ebf2-4e03-96a1-46c9c04c2af9 B B true 8c7956e7-86e3-4f9e-8435-b4b77bf12fe9 1 1118 1146 14 68 1126.5 1180 Result of addition 4f456581-8e7f-4411-9f03-f7a2f8e1c0e4 Result R false 0 1162 1078 17 136 1170.5 1146 3581f42a-9592-4549-bd6b-1c0fc39d067b Construct Point Construct a point from {xyz} coordinates. a89f8f32-f840-4e73-93f8-47ff3d1e8ba7 false Construct Point V6_Shared_ComputeTopL 1238 803 68 178 1269 892 {x} coordinate 0df819f4-f4b3-4bcf-a086-1c9fb8efde0f X coordinate X false 0 1240 805 14 58 1248.5 834 1 1 {0} 60 {y} coordinate 51167972-982a-4f5c-be03-b32f48489d3e Y coordinate Y false 0 1240 863 14 58 1248.5 892 1 1 {0} 0 {z} coordinate e1ff882d-9da1-4840-805d-b7301f9bb5c8 Z coordinate Z false 86413d4a-c5e7-458b-96ce-9234e94998ef 1 1240 921 14 58 1248.5 950 1 1 {0} 0 Point coordinate a49537f3-6d22-4afe-90d8-ea63848ed224 Point Pt false 0 1284 805 20 174 1294 892 3581f42a-9592-4549-bd6b-1c0fc39d067b Construct Point Construct a point from {xyz} coordinates. c7b0ec84-b7fb-42db-8f0f-98b9a33c4ca3 false Construct Point V6_Shared_ComputeTopR 1236 985 68 180 1267 1075 {x} coordinate ab50b59a-9e7b-486a-95a8-c4ceebf5fea0 X coordinate X false 4f456581-8e7f-4411-9f03-f7a2f8e1c0e4 1 1238 987 14 58 1246.5 1016.3333 1 1 {0} 0 {y} coordinate 86fce1aa-b03b-4ec6-95cc-6ad26a9cbddf Y coordinate Y false 0 1238 1045 14 59 1246.5 1075 1 1 {0} 0 {z} coordinate 8130cf33-0bd5-4608-ab5d-8e3c45d8689b Z coordinate Z false 86413d4a-c5e7-458b-96ce-9234e94998ef 1 1238 1104 14 59 1246.5 1133.6667 1 1 {0} 0 Point coordinate 01a207ee-2f0c-46c1-990d-ae671eb0f856 Point Pt false 0 1282 987 20 176 1292 1075 3581f42a-9592-4549-bd6b-1c0fc39d067b Construct Point Construct a point from {xyz} coordinates. 2fd3e392-9594-440f-b557-559bde2c2848 false Construct Point V6_Shared_ComputeBaseR 1234 1169 68 185 1265 1262 {x} coordinate aff0a4ec-45d9-4d1f-a223-c1f9a7fe15c3 X coordinate X false 4f456581-8e7f-4411-9f03-f7a2f8e1c0e4 1 1236 1171 14 60 1244.5 1201.1666 1 1 {0} 0 {y} coordinate 5916197d-8627-4d2e-8c18-2ff1fc17c618 Y coordinate Y false 0 1236 1231 14 60 1244.5 1261.5 1 1 {0} 0 {z} coordinate 9470df34-8953-47e2-ab87-329acdc1add8 Z coordinate Z false 0 1236 1291 14 61 1244.5 1321.8333 1 1 {0} 0 Point coordinate 50dbf639-5d24-4e37-b78a-c99dd5eebf69 Point Pt false 0 1280 1171 20 181 1290 1261.5 3581f42a-9592-4549-bd6b-1c0fc39d067b Construct Point Construct a point from {xyz} coordinates. b66357d0-0194-4a90-9ac4-25ce107891eb false Construct Point V6_Shared_ComputeBaseL 1237 1359 68 183 1268 1451 {x} coordinate 38430d21-98ab-49cb-a810-05eedadf946b X coordinate X false 0 1239 1361 14 59 1247.5 1390.8334 1 1 {0} 60 {y} coordinate 96ca93fc-762e-484d-afc3-3bf117b1ff4c Y coordinate Y false 0 1239 1420 14 60 1247.5 1450.5 1 1 {0} 0 {z} coordinate 2e02c971-5946-44f0-b545-aea0ed877705 Z coordinate Z false 0 1239 1480 14 60 1247.5 1510.1667 1 1 {0} 0 Point coordinate e4f7d3ce-4489-4dc9-972d-2cc8c1295392 Point Pt false 0 1283 1361 20 179 1293 1450.5 4c4e56eb-2f04-43f9-95a3-cc46a14f495a Line Create a line between two points. 1f122168-4cf2-4eec-9e3d-a266f4bc264a false Line V6_Shared_ComputeColL 1385 847 63 174 1416 934 Line start point 2e8e5041-bcd7-4813-9191-212466490f32 Start Point A false e4f7d3ce-4489-4dc9-972d-2cc8c1295392 1 1387 849 14 85 1395.5 891.5 Line end point 5647b070-c2f5-4338-b952-9cb8821c90a9 End Point B false a49537f3-6d22-4afe-90d8-ea63848ed224 1 1387 934 14 85 1395.5 976.5 Line segment 39cb40e8-ffd0-4d57-969c-ae793bf3c2ed Line L false 0 1431 849 15 170 1438.5 934 4c4e56eb-2f04-43f9-95a3-cc46a14f495a Line Create a line between two points. 4273dc73-d1b1-4e5b-a5da-4796a6ee96c2 false Line V6_Shared_ComputeBeam 1388 1026 63 182 1419 1117 Line start point 28b509b9-1db8-486a-883b-13aac119317f Start Point A false a49537f3-6d22-4afe-90d8-ea63848ed224 1 1390 1028 14 89 1398.5 1072.5 Line end point ae383236-3528-4641-98d2-18b919ad692a End Point B false 01a207ee-2f0c-46c1-990d-ae671eb0f856 1 1390 1117 14 89 1398.5 1161.5 Line segment 02df8a63-3d34-44e7-b48d-aa1b59d3659c Line L false 0 1434 1028 15 178 1441.5 1117 4c4e56eb-2f04-43f9-95a3-cc46a14f495a Line Create a line between two points. e4e6ac7d-0681-4e1e-b4a3-14d81ffb69c4 false Line V6_Shared_ComputeColR 1386 1214 63 176 1417 1302 Line start point 03159caf-0b61-4fc2-a084-dbd13c2d735e Start Point A false 01a207ee-2f0c-46c1-990d-ae671eb0f856 1 1388 1216 14 86 1396.5 1259 Line end point 14d4b154-7c0f-4b42-843e-f87c8ba6875e End Point B false 50dbf639-5d24-4e37-b78a-c99dd5eebf69 1 1388 1302 14 86 1396.5 1345 Line segment 0dfa403a-365f-40b5-b54f-0c7024249daa Line L false 0 1432 1216 15 172 1439.5 1302 537b0419-bbc2-4ff4-bf08-afe526367b2c Custom Preview Allows for customized geometry previews true 3ca4cc7a-076d-4cc7-b0ed-62eeefc0eb37 false Custom Preview V6_Fixed_Preview 3877 417 48 128 3911 481 Geometry to preview true b661d970-5fc0-4098-9df0-5f809afb5a50 Geometry G false 5a2089f1-ec8d-4d87-818d-e280f25f1135 1 3879 419 17 62 3889 450 The material override 8218648c-d6d3-47e8-b3da-fbfb880f23bf Material M false 0 3879 481 17 62 3889 512 1 1 {0} 255;220;60;60 255;0;0;0 0 255;255;255;255 0 537b0419-bbc2-4ff4-bf08-afe526367b2c Custom Preview Allows for customized geometry previews true true d5406b16-750d-413a-95cc-c85abeaf582b false Custom Preview V6_Pinned_Preview 3924 1026 48 138 3958 1095 Geometry to preview true e6104824-402e-417c-b556-2bc41a3d380b Geometry G false a3cd85c5-c766-48b5-a591-592f0b739a1a 1 3926 1028 17 67 3936 1061.5 The material override 4596bd44-f499-4ac4-bf3e-fc75340b9b3a Material M false 0 3926 1095 17 67 3936 1128.5 1 1 {0} 255;60;120;220 255;0;0;0 0 255;255;255;255 0 537b0419-bbc2-4ff4-bf08-afe526367b2c Custom Preview Allows for customized geometry previews true true ee21118e-49cc-46f2-92df-c9ceacf7f06d false Custom Preview V6_Mixed_Preview 3623 1847 48 134 3657 1914 Geometry to preview true 2b61af9b-35a8-4efa-87ef-c181e8706de9 Geometry G false af0c49de-0ba6-4aee-9d21-9b835b173be7 1 3625 1849 17 65 3635 1881.5 The material override 5762f9a0-0961-4378-9704-86a703def0ab Material M false 0 3625 1914 17 65 3635 1946.5 1 1 {0} 255;60;190;90 255;0;0;0 0 255;255;255;255 0 f44b92b0-3b5b-493a-86f4-fd7408c3daf3 Bounds Create a numeric domain which encompasses a list of numbers. 7d5b2546-9970-4ea0-b611-131ffea2b0c8 Bounds V6_Fixed_UtilBounds 3779 614 62 148 3811 688 1 Numbers to include in Bounds 613b1199-bc66-4e8a-93ee-9b893ea03c4b Numbers N false 0a62e173-7409-42e3-9b85-c544d82aa0c1 1 3781 616 15 144 3790 688 Numeric Domain between the lowest and highest numbers in {N} 1cac83b9-1a2a-4833-b02e-c01b21d59924 Domain I false 0 3826 616 13 144 3832.5 688 825ea536-aebb-41e9-af32-8baeb2ecb590 Deconstruct Domain Deconstruct a numeric domain into its component parts. 68b349a1-9823-4b44-9282-d127ad7876bb Deconstruct Domain V6_Fixed_DeDomain 3952 542 60 145 3979 615 Base domain 33021e5d-5fc6-4fa3-afc6-e1de2f3c1b9b Domain I false 1cac83b9-1a2a-4833-b02e-c01b21d59924 1 3954 544 10 141 3960.5 614.5 Start of domain 308697cc-6cff-48eb-b48d-943c07260f06 Start S false 0 3994 544 16 70 4002 579.25 End of domain 4add244d-da9d-4201-9e40-d7218848b23f End E false 0 3994 614 16 71 4002 649.75 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 88a9e29d-a101-4f54-a54a-d3f1a14a5fa3 false Panel V6_MaxUtilPanel_Fixed false 0 4add244d-da9d-4201-9e40-d7218848b23f 1 Double click to edit panel content… 4104 508 160 239 0 0 0 4104.698 508.22076 255;255;250;90 true true true false false true f44b92b0-3b5b-493a-86f4-fd7408c3daf3 Bounds Create a numeric domain which encompasses a list of numbers. true bc774022-d382-448c-ba82-406e27fe14f7 Bounds V6_Pinned_UtilBounds 3888 1208 62 159 3920 1288 1 Numbers to include in Bounds ce3eb969-0b22-47dd-a32b-d75c7fa41b48 Numbers N false 4c0fbdcb-4fd8-434b-be89-579bb1c4fcba 1 3890 1210 15 155 3899 1287.5 Numeric Domain between the lowest and highest numbers in {N} bf19cdc6-dccd-40df-bac9-e68045068167 Domain I false 0 3935 1210 13 155 3941.5 1287.5 825ea536-aebb-41e9-af32-8baeb2ecb590 Deconstruct Domain Deconstruct a numeric domain into its component parts. true b0d6d70f-d5bb-4ee2-af35-c92aad5c04fd Deconstruct Domain V6_Pinned_DeDomain 4054 1098 60 156 4081 1176 Base domain 7961878c-6fb3-42c0-8dd0-fc64ff2dca43 Domain I false bf19cdc6-dccd-40df-bac9-e68045068167 1 4056 1100 10 152 4062.5 1176 Start of domain 0cbb5017-7bd5-4d17-bf30-7f5e3100b402 Start S false 0 4096 1100 16 76 4104 1138 End of domain 7dc4df98-a8ed-47e2-8602-483b94f2468d End E false 0 4096 1176 16 76 4104 1214 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values ebf991f4-cec4-4c10-ba6c-73f387a1dbae false Panel V6_MaxUtilPanel_Pinned false 0 7dc4df98-a8ed-47e2-8602-483b94f2468d 1 Double click to edit panel content… 4152 1154 160 131 0 0 0 4152.758 1154.7142 255;255;250;90 true true true false false true f44b92b0-3b5b-493a-86f4-fd7408c3daf3 Bounds Create a numeric domain which encompasses a list of numbers. true 52dee547-3ddd-4b58-b196-cbdc80f74ca3 Bounds V6_Mixed_UtilBounds 3597 2017 62 154 3629 2094 1 Numbers to include in Bounds 65f63211-fe81-4014-8a07-49bcb1f13b92 Numbers N false c4145680-e64c-4004-8f91-fcfe518029f7 1 3599 2019 15 150 3608 2094 Numeric Domain between the lowest and highest numbers in {N} d16747b9-1885-4657-a316-2351bc964020 Domain I false 0 3644 2019 13 150 3650.5 2094 825ea536-aebb-41e9-af32-8baeb2ecb590 Deconstruct Domain Deconstruct a numeric domain into its component parts. true 20e7433b-099c-4d4f-a1df-e468d5ba13e5 Deconstruct Domain V6_Mixed_DeDomain 3711 2014 60 151 3738 2090 Base domain e698c058-119d-4e2b-bc20-cf0a93ede248 Domain I false d16747b9-1885-4657-a316-2351bc964020 1 3713 2016 10 147 3719.5 2089.5 Start of domain 97d8f328-236f-4e17-8319-9904e20148e5 Start S false 0 3753 2016 16 73 3761 2052.75 End of domain 1fb48941-e271-477b-bf8d-28a0254f8fdc End E false 0 3753 2089 16 74 3761 2126.25 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values a452dc24-1334-49f2-bdd8-82f10b35b5ed false Panel V6_MaxUtilPanel_Mixed false 0 1fb48941-e271-477b-bf8d-28a0254f8fdc 1 Double click to edit panel content… 3827 2023 160 146 0 0 0 3827.8318 2023.0148 255;255;250;90 true true true false false true e9eb1dcf-92f6-4d4d-84ae-96222d60f56b Move Translate (move) an object along a vector. efff1be0-d071-490a-a375-b8b89d65fdaa Move Move 4067 1518 67 50 4099 1543 Base geometry e8d56a37-7637-44a0-86ce-60511b3636b8 Geometry G true 24a4072a-728c-49b6-a3f6-d057dc2dcf88 1 4069 1520 15 23 4078 1531.5 Translation vector a127ab77-58b6-4e3e-bea3-11e266b8795d Motion T false 644ac220-f78f-4998-be0a-aac33b86bc70 1 4069 1543 15 23 4078 1554.5 1 1 {0} 0 0 10 Translated geometry 5884eba4-ddaf-4d32-96be-7d6f44015518 Geometry G false 0 4114 1520 18 23 4123 1531.5 Transformation data 07222397-b79d-4016-ae00-cefe11f9c8a8 Transform X false 0 4114 1543 18 23 4123 1554.5 d3d195ea-2d59-4ffa-90b1-8b7ff3369f69 Unit Y Unit vector parallel to the world {y} axis. c298ac59-648c-4c35-96f2-13cd2ad91722 Unit Y Y 3962 1520 63 28 3991 1534 Unit multiplication 0aa08a05-9fc7-45c6-8764-00abd6af8fc5 Factor F false 0e51f970-5bc9-4326-8f29-f3f71e15c2e4 1 3964 1522 12 24 3971.5 1534 1 1 {0} 1 World {y} vector 644ac220-f78f-4998-be0a-aac33b86bc70 Unit vector V false 0 4006 1522 17 24 4014.5 1534 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values 0e51f970-5bc9-4326-8f29-f3f71e15c2e4 Number Slider false 0 3739 1507 168 20 3739.96 1507.1044 3 1 1 10 1 0 2 e9eb1dcf-92f6-4d4d-84ae-96222d60f56b Move Translate (move) an object along a vector. 5028260b-5e24-4079-9640-ce5eb580761a Move Move 3666 2366 67 50 3698 2391 Base geometry d1b9a080-fd78-48e9-b038-410b99eb65cc Geometry G true c0bf855d-b453-4fa9-b820-cd6f6a193b41 1 3668 2368 15 23 3677 2379.5 Translation vector 3f77a177-7417-4145-9989-9f85c9c76d89 Motion T false 6de6c143-d593-47bf-abef-89a2484fdfc5 1 3668 2391 15 23 3677 2402.5 1 1 {0} 0 0 10 Translated geometry 59c46b19-0f7b-45da-a512-82ff54ea1d9d Geometry G false 0 3713 2368 18 23 3722 2379.5 Transformation data ea907368-0e5f-437c-84a9-9a0fa413bd1c Transform X false 0 3713 2391 18 23 3722 2402.5 d3d195ea-2d59-4ffa-90b1-8b7ff3369f69 Unit Y Unit vector parallel to the world {y} axis. b2b84ff3-4ab4-4585-9907-fb6c083dec6a Unit Y Y 3586 2446 63 28 3615 2460 Unit multiplication 1e7c1b08-0e0d-4b2a-a0d5-1df632f02e87 Factor F false ba9e43dd-84e9-48a5-9d1e-caf4ad3ee134 1 3588 2448 12 24 3595.5 2460 1 1 {0} 1 World {y} vector 6de6c143-d593-47bf-abef-89a2484fdfc5 Unit vector V false 0 3630 2448 17 24 3638.5 2460 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values ba9e43dd-84e9-48a5-9d1e-caf4ad3ee134 Number Slider false 0 3517 2573 168 20 3517.2268 2573.0466 3 1 1 10 1 0 4 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values cdf6b8df-5acc-4871-9e74-c80b13e93557 Panel Doc_SharedGeometry false 0 0 SHARED GEOMETRY & LOADS (from Video 5) Span_ft / Height_ft sliders drive the 2-column + 1-beam portal frame. Loads = self-weight (GravLoad, gravity) + a lateral point load at the top-left node (WindLoad), magnitude set by WindLoad_kN via WindDir x WindVec. This part is identical in all 3 branches below -- only the base supports change. 828 640 1000 130 0 0 0 255;210;230;250 true true true false false true Courier New 8 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 43c68e96-32fd-4bc2-8df3-f429358e4fff Panel Doc_Pipeline false 0 0 MODEL PIPELINE (same 5 steps in every branch, shown here for Fixed): Support -> define which DOFs are restrained at each base node Assemble Model -> combine geometry + cross-secs + loads + supports into 1 FE model Analyse -> linear-elastic FE solve: max displacement, reaction force, strain energy Model/Beam View -> deformed-shape preview + colored utilization mesh for the viewport Utilization of Elements -> per-member stress ratio (N,Vy,Vz,Mt,My,Mz) as % of capacity 2814 142 341 261 0 0 0 2814.7896 142.74442 255;210;230;250 true true true false false true Courier New 8 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 41bee72a-d012-4983-954e-ac1d142ee411 Panel Doc_Pinned false 0 0 PINNED-PINNED Both bases restrained in translation only (rotation free about Y/Z, like a real pin). Rotation about the X axis (the line between the 2 pins) is locked at BaseL only, to kill a rigid-body mechanism -- see fix note below. More flexible than Fixed: no end moments, so bending must resolve elsewhere in the frame. 2320 1020 225 230 0 0 0 255;210;230;250 true true true false false true Courier New 8 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 8102e1bd-0677-498c-a160-9d60f65b7450 Panel Doc_Mixed false 0 0 MIXED -- BaseL pinned, BaseR fixed (asymmetric) Compare its moment diagram to Fixed and Pinned: does it fall in between, or does the asymmetry (load applied at the pinned side) make it behave differently from a simple average of the two? 2640 1792 500 130 0 0 0 2640.4463 1792.699 255;210;230;250 true true true false false true Courier New 8 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 346e4fa6-5ac0-4f83-bc1c-dd68510f0bac Panel Doc_MaxUtilChain false 0 0 Bounds -> Deconstruct Domain -> Panel: collapses the 3 per-element utilization values down to a single worst-case number, so the 3 branches can be compared at a glance. 4058 364 260 130 0 0 0 4058.069 364.25253 255;210;230;250 true true true false false true Courier New 8 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values fb34dca4-d0f0-4318-835d-e42da697617a Panel Doc_MoveOffset false 0 0 Move (x Unit Y): shifts this branch's preview sideways in Rhino so Fixed/Pinned/Mixed sit side by side without overlapping. Display-only -- does not affect the structural results. 3685 1560 300 110 0 0 0 3685.3635 1560.0819 255;210;230;250 true true true false false true Courier New 8 c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 1 150;135;255;231 A group of Grasshopper objects db99e0f2-08b5-482e-a12f-449061ffd269 f47a11cf-546a-451a-b1dc-e6a68277d0a4 4d71d1f3-1bf5-4dee-846b-c349b9928195 3 ae59410e-992e-4d59-b705-f2294c22526c Group 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