0 2 2 1 0 8 2984bb19-31e2-4bcd-be03-60f5cc850475 Shaded 1 100;150;0;0 100;0;150;0 639228288029599619 false video5.ghx 0 -428 -95 0.7225001 0 0 auto imperial 5 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 54 fbac3e32-f100-4292-8692-77240a42fd1a Point Contains a collection of three-dimensional points fdccc623-b3a9-4146-acb8-3cecba970dc4 Point V5_TopL false 2578bbb2-13db-486e-8f70-9c8627eb3556 1 623 231 54 20 650.8564 241.99217 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 df6699ce-6d06-4c32-8245-27762c3ac6ca false Support (Karamba3D) Supp 1259 155 164 122 1345 207 false 6 true true true true true true Input indexes or coordinates. cf0db30d-2c2f-4ccf-9cd5-ae9515891e90 Pos|Ind Pos|Ind false 98018a69-144f-446a-a821-5154eb3e45db 5f672c3c-19db-4cb1-a46e-54af08b857b7 2 1261 157 69 20 1284 167 Plane for orienting the support. By default, supports are defined using the global coordinate system. c2fed105-f3d8-43b6-9f40-6c6e2f1172e7 Plane of reference Plane true 0 1261 177 69 20 1284 187 Translational spring stiffness [kip/ft] at the support if there is no rigid support defined. 1dd8416c-4fff-48f6-a4e5-e3355a6833a5 Ct [kip/ft] Ct true 0 1261 197 69 20 1284 207 1 1 {0} 0 0 0 Rotational spring stiffness [kip.ft/rad] at the support if there is no rigid support defined. bd9d717f-b83f-449f-b88d-085e1c2b0c99 Cr [kip.ft/rad] Cr true 0 1261 217 69 20 1284 227 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. 31cd69dc-61aa-4437-b29d-23da0ffdf2c0 Dofs Dofs true 0 1261 237 69 20 1284 247 1 6 {0} 0 1 2 3 4 5 Output support(s). 9f065cd5-70e8-4373-89a4-c8095f50180c Support Supp false 0 1360 157 61 100 1377.5 207 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 1915514966 true 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 b383f8a7-97de-41af-a13d-1c04ea40175d false Create Linear Element (Karamba3D) LineToBeam 1512 29 118 161 1580 76 Beams with default properties. a2f1c289-0b09-4f90-9d42-b932a8403408 Element Elem false 0 1595 31 33 29 1611.5 45.833332 Endpoints of the beams. 332caf2a-89f7-429f-b7d3-8309ab2f0951 Points Pts false 0 1595 60 33 30 1611.5 75.5 Information regarding the conversion of lines to beams. bc2128da-2075-4b1a-b7d7-eee16a51f045 Info Info false 0 1595 90 33 29 1611.5 105.166664 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. 73e4cfae-ed92-4caa-8979-2a03b7cdd9c4 Line Line false ab48b857-e026-48d4-8f56-3a0d13c62334 f6ee9c6e-84ef-4689-81c7-94818e7c04e2 62cffeef-ac8a-4b50-acc5-61e4b4ab27ab 3 1514 31 51 22 1541 42.125 1 Colour of the beam. The component applies the longest list principle with respect to the input lines. 040890e7-a678-4153-b859-196cbe64d3af Colour Colour true 0 1514 53 51 22 1541 64.375 1 3 {0} 255;220;80;80 255;80;160;220 255;80;200;120 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. 4cbcba3f-30fc-4c99-adc6-603aa570e1ea Identifier Id true 0 1514 75 51 22 1541 86.625 1 1 {0} false 1 Cross-section of the beam. The component applies the longest list principle with respect to the input lines. 864da7cc-706d-404a-9e8a-da4d38aa0fe1 Cross-section CroSec true 47305481-d4f8-4af2-8e3b-989f5cefc346 1 1514 97 51 23 1541 108.875 Limit distance [ft] for coincident points. 4407d944-450f-4eff-bd9e-2d6681925d88 Limit Distance [ft] LDist true 0 1514 129 5 0 1541 129 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. 096e6745-ba55-40fa-a240-84f91d435563 Z-Orientation Z-Ori true 0 1514 129 5 0 1541 129 1 Buckling length [ft] of element in local Y-direction if > 0. 4344e1e9-d73e-468c-89e7-7f081de96a84 Buckling Length Y [ft] BklLenY true 0 1514 129 5 0 1541 129 1 1 {0} -1 1 Buckling length [ft] of element in local Z-direction if > 0. 82f2bd44-7647-4550-a13b-60853744c6bd Buckling Length Z [ft] BklLenZ true 0 1514 129 5 0 1541 129 1 1 {0} -1 1 Buckling length [ft] of element for lateral torsional buckling if > 0. 2f7f06ab-03d7-47de-b288-8535d8432df5 Buckling Length LT [ft] BklLenLT true 0 1514 129 5 0 1541 129 1 1 {0} -1 If 'True' the beam has bending stiffness. Otherwise, it is a truss. b4a05ed1-70d0-4142-933f-2519982186b8 Bending Bending true 0 1514 129 5 0 1541 129 1 1 {0} true For converting splines into polylines: Maximum angle (0 to pi) between tangents at adjacent vertices. 49ec7e5b-cd4b-47c3-97ed-878be3eb23ef To Polyline Max Angle ToPAng true 0 1514 129 5 0 1541 129 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. 56fd3f73-6fc4-45ce-b048-42283a20ff5b To Polyline Tolerance ToPTol true 0 1514 129 5 0 1541 129 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. 86227a9f-0b9e-494b-84ea-dce77266206e To Polyline Max Edge-length ToPMaxL true 0 1514 129 5 0 1541 129 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. 33573d65-d7bd-4196-91f8-415839d68124 Points Pts true 0 1514 129 5 0 1541 129 If false, a line only results in an element if it connects to points given in the 'Points' input-plug. d0ccfd80-97d9-4a82-b8f8-857c183d01f3 New New true 0 1514 129 5 0 1541 129 1 1 {0} true Remove duplicate lines - otherwise there could be two elements on the same spot which is normally not preferred. 080b2790-8979-4f81-9e92-e0faf8e58a20 Remove Remove true 0 1514 129 5 0 1541 129 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. 29127d66-49aa-4449-978d-7946a7a827ba 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. f02edd3e-1c44-4074-8ab4-af3749cdc81f 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. b754a674-732f-4516-b2ac-0b204e767a1b 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. 5315847d-6760-4664-9cbf-55b825667343 Cross-section CroSec true 0 0 0 150 20 Limit distance [ft] for coincident points. 25445a2d-8a90-4f00-9f4f-32a32cf45470 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. a89fd82a-88e3-4e9b-9e0a-182cb875b6e9 Z-Orientation Z-Ori true 0 0 0 150 20 1 Buckling length [ft] of element in local Y-direction if > 0. 7d9eedf2-dd80-4b62-a811-5dcdce597494 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. 51eb1b00-4ce8-4313-9f7c-701d44012a7d 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. a4c9937d-51ab-4883-a003-34424310279a 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. bfa5645c-c05e-4943-97e7-fe80174dde23 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. db6b0279-f8e1-4950-9201-1f15a66d5276 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. ee7654e5-04c2-44c8-a1b0-9d4395c787f3 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. 587fb733-2cff-4bb5-bf1d-298f58e4ae96 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. e8ae259a-d17c-45ec-96e2-30f3b119c12d 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. e6375577-1c37-467a-9610-684aba00eae6 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. b4847a8c-ab6e-449f-b01e-d1d1299f03c4 Remove Remove true 0 0 0 150 20 1 1 {0} true 0 0 false IndexToBeam 6 0 Index of starting point of beam. 01f2db42-ef56-4b4f-97e3-b83fdb362b0c Index A iA false 0 0 0 150 20 1 1 {0} 0 Index of endpoint of beam. 7df8b0ec-603f-4049-86c1-3e5e113d61df Index B iB true 0 0 0 150 20 1 1 {0} 1 Colour of the beam. 7637a01c-333a-47d4-bc87-46f15aa88209 Colour Colour true 0 0 0 150 20 Identifier of beam in model. Need not be unique. 8c623835-ee2e-487b-aa7d-c92e5897dc9b Identifier Id true 0 0 0 150 20 1 1 {0} false Cross-section of the beam. 40903c19-7fa8-465b-bd83-bf7779f5ccf5 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. 19bf7898-0e54-4089-961e-6c323b294f58 Z-Orientation Z-Ori true 0 0 0 150 20 0 0 false ConnectivityToBeam 5 0 2 Input connectivity diagram. 1d3eef10-9bb5-4b74-8d8e-31420668c916 Connectivity C false 0 0 0 150 20 1 Colour of the beam. 6661dbdc-a67c-4ce4-94c5-3705e69cb36a Colour Colour true 0 0 0 150 20 1 Identifier of the beam in the model. Need not be unique. 7a205718-bfa9-467f-a481-0b451663deac Identifier Id true 0 0 0 150 20 1 1 {0} false 1 Cross-section of the beam. dbd85981-ffcd-4ac8-8fb5-749a011ea2ab 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. b7c758e1-338e-49df-a654-172ca70fd14d Z-Orientation Z-Ori true 0 0 0 150 20 0 0 false 9103c240-a6a9-4223-9b42-dbd19bf38e2b Unit Z Unit vector parallel to the world {z} axis. 901f5672-1f3d-4771-9a94-2a8abec36dbe Unit Z V5_GravDir 917 73 63 86 946 116 Unit multiplication 342f2709-b33a-436f-a4fb-c8938b7e9f78 Factor F false 4c885d00-627b-439a-9a4f-77f57cb73c42 1 919 75 12 82 926.5 116 1 1 {0} -1 World {z} vector 22dd25df-c74f-4a52-9f07-679cafd3ff6a Unit vector V false 0 961 75 17 82 969.5 116 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= ec11aa8b-c81d-4e39-8a76-21918b1dc071 false Loads (Karamba3D) Gravity 1034 94 143 111 1106 125 Load for a structural model. 1f193028-3fd7-4f5e-8369-6c8a3350477e Load Load false 0 1121 96 54 57 1148 124.5 Gravity 7 Gravity 2 0 Direction of gravity []. 6e34b4c3-5035-4b6e-9ddb-95ea85fd0a84 Vector Vec true 22dd25df-c74f-4a52-9f07-679cafd3ff6a 1 1036 96 55 28 1065 110.25 1 1 {0} 0 0 -1 Name of load-case. 9ceea432-77a4-4ef8-bb89-bfc75997fe5b LCase LCase true 0 1036 124 55 29 1065 138.75 1 1 {0} false LC0 0 0 Point 5 0 Input force vector [kip]. 0ae47845-685f-42d8-b42d-1046d2a91d28 Force Vector Force true 0 0 0 150 20 Input moment vector [kip.ft]. efefa99a-626a-45df-b972-97aa7d55b597 Moment Vector Moment true 0 0 0 150 20 'True' if the load rotates with the node in large deformation analysis. 6e00d405-3b2c-4bf8-ba19-b5d6bc657193 Local? Local? true 0 0 0 150 20 1 1 {0} false Input indexes or coordinates. b8e200ae-d601-42e2-a8d1-3a7174fcefee Pos|Ind Pos|Ind false 0 0 0 150 20 Name of load-case. f420acb6-6180-48ec-9cf0-fbe268979e26 LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 0 0 PointDisplacement 4 0 Prescribes translation of point [ft]. 0b5a47e4-e5f8-4aab-a448-e7b01993d69e Translation [ft] Trans true 0 0 0 150 20 Prescribed rotation about specified axis [deg]. 21c4e979-dcb1-42fb-bfc6-1d5edea5dc2f Rotation [deg] Rot true 0 0 0 150 20 Input indexes or coordinates. 3341834e-27d0-498a-bba2-e3e21dce01ef Pos|Ind Pos|Ind false 0 0 0 150 20 Name of load-case. c8fb0013-4505-454e-a688-7e4c1ddac937 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. 34bcb206-d083-4e5e-9ad7-a25f5e90536f 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. f51f90e8-de06-4b74-a74a-2f8c9de0a109 Kappa0 Kappa0 true 0 0 0 150 20 1 Identifiers of elements to which the pretension applies. c60f6dbd-b10d-433c-ac95-57e9f86d5e8a Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} false Name of load-case. 082c947d-c310-4692-b5c3-818dcab91b06 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. c585644d-bec0-44d6-9ccd-01861861e4ab 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. a2ce39e1-256b-403a-b4ca-ab884ac269cc Linear change of Temperature ΔT true 0 0 0 150 20 1 Identifier of elements to which the temperature load applies. adb7dc5f-852c-4652-a54a-d49fde754162 Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} false Name of load-case. b4acfa72-7c49-4b5f-b08b-9f81340b1800 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. d3a22798-8e86-4265-82cb-cfc0d6fdc5e3 Vector Vec false 0 0 0 150 20 Input mesh where surface load acts. b6db956c-ed50-4ae9-b3b8-edc813d22494 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. a371f8c5-7bce-483a-89a6-c2d8f2d841d7 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. 8a89695a-5186-4a8a-b8ce-0cee18b0c44f AddPos AddPos true 0 0 0 150 20 Name of load-case. 427c5626-493e-4037-984c-8b6e06caf49d LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 Maximum number of line-load segments per 1D-element. c0cc305d-67c9-4e86-a3c1-23c9ea015c4a LineLoads per Element Loads/Elem true 0 0 0 150 20 Minimum length [ft] of line-load segments. 3484232f-585f-4535-b011-021c7e51a9c1 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. 42a4e218-cc7e-4e02-a29d-888c46f75610 Vectors Vecs false 0 0 0 150 20 Input mesh where surface load acts. c7ceff97-c205-492d-9ed8-942843e32470 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. 91d88718-3e5f-46c4-843c-998519b8b58a 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. 94d52874-562f-4bc7-aab0-ff4c0f705f0e AddPos AddPos true 0 0 0 150 20 Name of load-case. 36f5f50c-36ed-408e-9bff-470603e7cb65 LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 Maximum number of line-load segments per 1D-element. c45cecf7-59e9-4068-b7e8-4091a1afa555 LineLoads per Element Loads/Elem true 0 0 0 150 20 Minimum length [ft] of line-load segments. c357429a-a043-4fae-841c-cc180e980c72 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 79f9fbb3-8f1d-4d9a-88a9-f7961b1012cd Unit X Unit vector parallel to the world {x} axis. e3b875e2-f56b-43d6-981e-83996712b3b2 Unit X V5_WindDir 810 254 63 91 839 300 Unit multiplication f531bbdc-655d-4215-a449-d1d8f9c5ed13 Factor F false 0 812 256 12 87 819.5 299.5 1 1 {0} 1 World {x} vector dc0eb77f-b023-457e-9d19-07c58b05c275 Unit vector V false 0 854 256 17 87 862.5 299.5 ce46b74e-00c9-43c4-805a-193b69ea4a11 Multiplication Mathematical multiplication f33eae72-7741-46a5-ad01-154d9ef32fbf Multiplication V5_WindVec 951 216 65 94 982 263 2 8ec86459-bf01-4409-baee-174d0d2b13d0 8ec86459-bf01-4409-baee-174d0d2b13d0 1 8ec86459-bf01-4409-baee-174d0d2b13d0 First item for multiplication 0166e709-be5a-4702-bd43-9f2d6d59311e A A true dc0eb77f-b023-457e-9d19-07c58b05c275 1 953 218 14 45 961.5 240.5 Second item for multiplication 3991afde-ce93-42ab-90b3-ed201b8ec880 B B true 1f403e24-b949-4756-976e-08dbefb8aade 1 953 263 14 45 961.5 285.5 Result of multiplication 6b696287-3d98-4954-b756-7bce22b3cb64 Result R false 0 997 218 17 90 1005.5 263 92877431-5279-4438-8305-e7329cc090b4 06126871-6c90-44c6-8d4e-8b68cc178608 Loads (Karamba3D) Creates point loads at points of given index or position. false true 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 ade9ca95-f11b-4f81-b8b8-71ec15f1f19e false Loads (Karamba3D) PointLoad 1018 321 143 154 1097 373 Load for a structural model. 6004095d-c177-4473-a0c5-2c6a6c789eb6 Load Load false 0 1112 323 47 100 1135.5 373 Point 7 Gravity 2 0 Direction of gravity []. 807d4c5e-77eb-4505-8c7d-efaee2a8af2e Vector Vec true 0 353 339 55 23 382 350.75 1 1 {0} 0 0 -1 Name of load-case. 13aac740-b5b1-4777-a925-67f8b11f17ec 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]. dd7729ad-5606-46dc-8bf2-481f716d57dd Force Vector Force true 6b696287-3d98-4954-b756-7bce22b3cb64 1 1020 323 62 20 1052.5 333 Input moment vector [kip.ft]. 99b3a646-a4d4-4807-8480-7a50b8784fe4 Moment Vector Moment true 0 1020 343 62 20 1052.5 353 'True' if the load rotates with the node in large deformation analysis. c4a75006-2281-4e01-9bd9-ea8213508050 Local? Local? true 0 1020 363 62 20 1052.5 373 Input indexes or coordinates. e66202e6-7c67-41d9-9f9a-1b6478501e3d Pos|Ind Pos|Ind false fdccc623-b3a9-4146-acb8-3cecba970dc4 1 1020 383 62 20 1052.5 393 Name of load-case. 30cb1bdc-b70f-47c8-b19b-73fed5b2907d LCase LCase true 0 1020 403 62 20 1052.5 413 0 0 PointDisplacement 4 0 Prescribes translation of point [ft]. 141b7b46-1dc3-4555-83b3-bfafc48dd142 Translation [ft] Trans true 0 0 0 150 20 Prescribed rotation about specified axis [deg]. 00b90a83-359b-46de-939c-d287a31ddf43 Rotation [deg] Rot true 0 0 0 150 20 Input indexes or coordinates. 60fba60f-9f57-4f82-8b2b-821117bb18e4 Pos|Ind Pos|Ind false 0 0 0 150 20 Name of load-case. 89cfd156-7e6e-4152-8a49-3c8e8afe0f8f 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. 61c0645d-cf33-4364-a787-24ba1ee708a2 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. 622b7529-5d44-4232-b129-907467a1bb2f Kappa0 Kappa0 true 0 0 0 150 20 1 Identifiers of elements to which the pretension applies. 01399f3f-a1d3-42d3-965d-2a429fccfa14 Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} false Name of load-case. af733c23-993a-4b82-9c42-152c5523d625 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. f40e4b84-32d9-4bbf-8f67-55b2037a7a0b 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. f82e9539-fd43-444e-9247-2f2a98b6e484 Linear change of Temperature ΔT true 0 0 0 150 20 1 Identifier of elements to which the temperature load applies. 8e0d5d33-4bac-41b5-a2b1-45b9fc340cd4 Element Identifiers ElemIds true 0 0 0 150 20 1 1 {0} false Name of load-case. 8cff01b0-6dcf-43a2-976a-1553aa15ed8a 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. df762f64-868b-4e27-ba16-65ad6fa34af3 Vector Vec false 0 0 0 150 20 Input mesh where surface load acts. 5c668108-73a5-4983-93ba-5a2b90578850 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. c7f1c822-3764-4421-8b9e-8b9989c3b8b4 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. e92d70ae-92e0-4caf-81bd-6aa4a889c076 AddPos AddPos true 0 0 0 150 20 Name of load-case. f4dff584-1a6a-4843-8352-4f30ea36dac4 LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 Maximum number of line-load segments per 1D-element. 98d3b4cb-fefe-4a46-9f4e-d44c8ba1ca4b LineLoads per Element Loads/Elem true 0 0 0 150 20 Minimum length [ft] of line-load segments. d101f17b-08e7-4790-bf55-90b6ef78ef28 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. c18999b2-f184-4cbe-a228-fd965b2e6fa3 Vectors Vecs false 0 0 0 150 20 Input mesh where surface load acts. c08d2b62-f4ec-4a1a-8f3b-5f546b696561 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. f84738f5-34e2-4f93-9d31-9dbbf4cadc6c 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. 06cb2cc3-722b-490d-a49e-4d2fdda470aa AddPos AddPos true 0 0 0 150 20 Name of load-case. 35386993-fb8a-4459-90de-748665a91668 LCase LCase true 0 0 0 150 20 1 1 {0} false LC0 Maximum number of line-load segments per 1D-element. 5293b81b-c294-4d14-b0cb-638dfb79b514 LineLoads per Element Loads/Elem true 0 0 0 150 20 Minimum length [ft] of line-load segments. e8358fd8-8bd1-4db8-beba-bfd386b289a0 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 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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 c8c2a976-d645-4a4e-9488-165c7bb9376c false Assemble Model (Karamba3D) Assemble 1665 61 136 207 1728 113 1 Input beams/shells of the model. 5f5bf944-e52c-43c8-b645-dff20cce258e Elem Elem true a2f1c289-0b09-4f90-9d42-b932a8403408 1 1667 63 46 20 1691.5 73 1 Input supports. 2f8bb15e-3d07-4e59-8054-1be9df368e17 Support Support true 9f065cd5-70e8-4373-89a4-c8095f50180c 1 1667 83 46 20 1691.5 93 1 Input loads. c55b6961-9e50-44a3-abd6-90cb0fd1cd42 Load Load true 6004095d-c177-4473-a0c5-2c6a6c789eb6 1f193028-3fd7-4f5e-8369-6c8a3350477e 2 1667 103 46 20 1691.5 113 1 Input element joints. e7076805-54f1-4978-9c44-58b9354d666d Joint Joint true 0 1667 123 46 20 1691.5 133 1 Input sets of beams. fd4f4420-4791-4439-b220-1cbcf2b1cac0 Beam Set Set true 0 1667 143 46 20 1691.5 153 Model based on inputs. 2a316950-711e-4555-ba0d-8b3db8e96249 Model Model false 0 1743 63 56 20 1771 73 information regarding the assembly of the model. 3441d9f0-14d1-4e61-8951-f00e46eeeb1e Info Info false 0 1743 83 56 20 1771 93 Mass of structure in [lbm]. Point masses are not included since version 2.0.0. 59ba4b90-a17a-4b14-827a-111a2095d65c Mass [lbm] Mass false 0 1743 103 56 20 1771 113 Centre of gravity of the model. Point masses are not included since version 2.0.0. 03764664-1477-479c-8984-fe656f0a367d Centre of Gravity COG false 0 1743 123 56 20 1771 133 List of load case names. a4d4df0d-7351-42f7-b207-56fce4933ffd Load Case Names LCNames false 0 1743 143 56 20 1771 153 Assemble Model (Karamba3D) 1 Assemble Model (Karamba3D) 4 0 Limit distance [ft] for coincident points (for point-loads, supports given with coordinates). c05cf153-c4d6-42df-8c35-655b49048de6 Limit Distance [ft] LDist true 0 1667 185 46 20 1691.5 195 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. 9b8ee9a2-d35c-41e6-8397-2ed967e1b94f Points Pts true 0 1667 205 46 20 1691.5 215 1 Input cross-sections of the model. Can be used to override the cross-section definitions at the elements. d413a8b2-622f-47b2-887c-3d1f90c8c685 Cross-section CroSec true 0 1667 225 46 20 1691.5 235 1 Input materials of the model. Can be used to override the material-section definitions via cross-sections at the elements. 328dda7f-cda7-4867-9fe3-d66ea00b7dcd Material Mat true 0 1667 245 46 20 1691.5 255 0 0 true e2831209-f0ee-42f4-8891-a68065e55134 06126871-6c90-44c6-8d4e-8b68cc178608 Analyse (Karamba3D) Calculates the deflections of a given model. false true c880a0a1-a536-4a18-b123-216e176e93a7 false Analyse (Karamba3D) Analyse 1837 57 124 84 1892 99 Model for which to calculate deflections. 4818f366-da29-4a6d-a583-b9eb5c8a1208 Model Model false 2a316950-711e-4555-ba0d-8b3db8e96249 1 1839 59 38 40 1859.5 79 1 Load cases for which to calculate deflections. 291f844d-733c-4218-806a-b396d3b684a4 Load Cases LCase true 0 1839 99 38 40 1859.5 119 Model with displacements calculated. a0bdee44-8a26-4cb3-b088-4981494bda6a Analysed Model Model false 0 1907 59 52 20 1933 69 Maximum displacement [in] of each load-case of the model at endpoints and mid-points of elements. 903b27bb-093c-4840-81e9-cd8fa1a5c091 Maximum Displacement [in] MaxDisp false 0 1907 79 52 20 1933 89 Resulting force of external loads [kip] of each calculated load case in global directions. d569f4fa-aa45-4499-8d83-91073760ce56 Resulting force [kip] Force false 0 1907 99 52 20 1933 109 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. 639bc0b0-c8ed-4aa8-b2a0-5770a84cca8e Change of elastic energy [kip.ft] Energy false 0 1907 119 52 20 1933 129 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 85ff3138-7d9c-4071-b6d9-c8e928c6a52e Model View (Karamba3D) ModelView 2366.5 49 137 325 2428 101 false true 50.04 100 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 0.05 5 0.05 2 100 100 0 2 0 100 0 2 2 true false false 0.26 2 0 2 0.2 2 0 2 false false false false false false false false 3 false false false true 2 true true 0 0 Model to be viewed. 27d90382-5971-4a6b-ac81-617adc1e59e9 Model Model false a0bdee44-8a26-4cb3-b088-4981494bda6a 1 2368.5 51 44.5 20 2392 61 Select load case to be displayed in each point of the structure by providing a string of the following form: 'LoadCaseCombinationName/SelectionCriterion1/SelectionCriterion2/...'. 90d6e09e-f035-4adf-98ab-5c74b5311beb Load Case LCase true 0 2368.5 71 44.5 20 2392 81 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. 8380e3fe-2842-422f-9f87-12508569a23b Colours Colours true 0 2368.5 91 44.5 20 2392 101 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. ef06a811-a49e-4405-becd-f86de9007356 View Selection View true 0 2368.5 111 44.5 20 2392 121 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. 87ca0fff-d73f-4e29-971e-d34ecfbc005e Deformation Direction defDir true 0 2368.5 131 44.5 20 2392 141 Model which was viewed. 2cb1a621-d17d-4b5f-9e2d-a76f77dcc2d1 Model Model false 0 2443 51 58.5 20 2472 61 Mesh of deformed structure. 5fbb03b0-220c-4f48-9b3e-248ba21e2fcc Deformed Mesh DefMesh false 0 2443 71 58.5 20 2472 81 Axes of deformed structure (if enabled - see 'Elements' checkbox). fdad4ffe-788f-458c-93b9-596a8ff7cb62 Deformed Axes DefAxes false 0 2443 91 58.5 20 2472 101 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. 80da678a-2a7d-4132-b71f-18e1c729adb3 Deformed Model DefModel false 0 2443 111 58.5 20 2472 121 Maximum displacement [in] of the displayed model parts. The setting of the 'defDir'-input is considered. 75503631-e33e-486e-85c0-624194c7eaa5 Maximum Deformation DefMax false 0 2443 131 58.5 20 2472 141 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 f9239834-125b-4335-8fc4-2d4b71dbaddd Beam View (Karamba3D) BeamView 2644 21 138 488 2704 73 true false true 0.5 1 0 2 0.5 1 0 2 false true false false false false false 20 true false false false false false false false false false false false false false false false false false false false true 2 30 1 0 2 10 1 0 Model to be viewed. 7d008910-e5bf-4541-8c3e-5809dec718d1 Model Model false 2cb1a621-d17d-4b5f-9e2d-a76f77dcc2d1 1 2646 23 43 100 2666.5 73 Viewed model. 67a74203-68d5-4988-8bf7-ed19108d17ef Model Model false 0 2719 23 61 20 2747 33 Mesh of rendered structure: one mesh per shell or beam to keep the list order. The placeholder meshes for shells are 'Null Meshes'. 0f833aa5-a998-4779-aceb-062b3763b3df Meshes of Rendered Beams Mesh false 0 2719 43 61 20 2747 53 Lines of sectional forces distribution (if enabled). d110c4a7-fa6e-4f6e-9d51-d9db7364f77c Deformed Beam Axes Curves false 0 2719 63 61 20 2747 73 Colours of legend. fe070939-f3d5-447a-a672-085645cfd505 Legend Colours Legend C false 0 2719 83 61 20 2747 93 Tags of legend. 1e575c43-a590-46d2-be20-070ec9aeff64 Legend Tags Legend T false 0 2719 103 61 20 2747 113 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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 86b937dc-db8e-4eaf-beac-0d362d1af772 Utilization of Elements (Karamba3D) Beams 2097 120 146 282 2176 252 Model with calculated displacements. 1e411dc9-aab0-4974-8793-6090602e4ae9 Analysed Model Model false a0bdee44-8a26-4cb3-b088-4981494bda6a 1 2099 122 62 28 2131.5 136.44444 1 Elements or identifiers of elements for which to retrieve utilization values. By default, all elements are included. 23d4c428-e568-4b19-b7fa-c8423376db01 Elements|Identifiers Elems|Ids true 0 2099 150 62 29 2131.5 165.33333 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. d3989b71-bf8a-4105-b549-9d37f85cb05e Load Case Combination LCase true 0 2099 179 62 29 2131.5 194.22221 Model from which utilization values were retrieved. ca062566-6c74-4f74-8511-a41b0e1bd377 Model Model false 0 2191 122 50 20 2216 132 Beams 2 Beams 6 0 Number of sample points where cross section forces and resistance are compared for cross section design. c874ef7d-35f0-4667-9f5f-79b5124671d1 Number of Sample Points NSamples true 0 2099 208 62 29 2131.5 223.11111 1 1 {0} 3 If 'True': elastic cross section design utilization; false: plastic cross section design utilization for beams. Default: true. 955c7c43-83c3-4f9d-b091-3ac3df866459 Elastic Design Elast true 0 2099 237 62 29 2131.5 252 1 1 {0} true Material safety factor in case that buckling does not lead to failure. 151219ac-62ce-484f-8651-0d97a2fdec09 GammaM0 GammaM0 true 0 2099 266 62 29 2131.5 280.88892 1 1 {0} 1 Material safety factor in case that buckling leads to failure. 66add148-cb3d-459f-a936-62ce162a37e4 GammaM1 GammaM1 true 0 2099 295 62 29 2131.5 309.7778 1 1 {0} 1.1 If 'True': buckling involves sideways sway of the structure. bb3131d1-2b19-4cd0-9c2a-38142e7fbf7a SwayFrame SwayFrame true 0 2099 324 62 29 2131.5 338.6667 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. 441b2576-359b-4fdf-ad98-a31c34cd1e23 With details? Details? true 0 2099 353 62 29 2131.5 367.55557 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). 92483c87-b404-4762-b7d2-471d15afe345 Utilization Util false 0 2191 142 50 20 2216 152 Maximum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. 05bc3938-131b-4687-8b0e-8dacd1175293 sig-max [ksi] sig-max false 0 2191 162 50 20 2216 172 Minimum axial normal stress [ksi] calculated from sig = N/A +- My/Wy +- Mz/Wz. 49798915-468d-4448-92f9-8e03773bdfd5 sig-min [ksi] sig-min false 0 2191 182 50 20 2216 192 Maximum absolute shear stress [ksi] including torsion and shear in local Y- or Z-direction. 7074f166-6891-402d-a6e7-9b9cd082b0e0 tau-max [ksi] tau-max false 0 2191 202 50 20 2216 212 Contribution of axial force to the total utilization. 1bc99250-7705-4b01-b4e6-28facf994b9e Util-N Util-N false 0 2191 222 50 20 2216 232 Ratio between governing and ultimate shear force in Y-direction. 93c6aef3-9eb3-49b5-9b6e-5f4f01e9d697 Util-Vy Util-Vy false 0 2191 242 50 20 2216 252 Ratio between governing and ultimate shear force in Z-direction. 61c7e56a-8df7-4679-b231-8db1de45edf8 Util-Vz Util-Vz false 0 2191 262 50 20 2216 272 Ratio between governing and ultimate torsional moment. 01a897e8-ed12-4a36-ac14-88b6bd536dd8 Util-Mt Util-Mt false 0 2191 282 50 20 2216 292 Contribution of bending moment about to local Y-axis to the total utilization. 69b6ee18-e207-4d97-af34-9bab872d1ff5 Util-My Util-My false 0 2191 302 50 20 2216 312 Contribution of bending moment about to local Z-axis to the total utilization. c9b3fb17-3bf7-475e-ae28-2e5aa87a02e5 Util-Mz Util-Mz false 0 2191 322 50 20 2216 332 Index of the governing load case for maximum and/or minimum utilization. d730a5c8-ecb5-4ed8-a4e4-422e0d5f30c6 Load Case Index LCInd false 0 2191 342 50 20 2216 352 Intermediate values of the design calculations. e50d3e7d-76cc-4734-9a07-350bbbd6eb0e Details Details false 0 2191 362 50 20 2216 372 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). c1a196ee-8273-406e-86b2-0e342345fa7e Utilization Util false 0 0 0 150 20 Index of the governing load case for maximum and/or minimum utilization. 7e10ef42-c30c-4d51-80ab-c9eb5867129e Load Case Index LCInd false 0 0 0 150 20 38febbbb-7ebc-43da-8c6f-d48b5ec46845 06126871-6c90-44c6-8d4e-8b68cc178608 Beam Displacements (Karamba3D) Returns displacements along beams at specified locations: translations/rotations in global x-, y-, and z-direction; rotations about global x-, y- and z-axis. true e88dd78c-8207-4786-8d14-1f533febf1b6 Beam Displacements (Karamba3D) BeamDisp 2103 460 130 84 2175 502 Model with calculated displacements. ac9455b7-57c9-404d-9a91-20bfa3a401a3 Analysed Model Model false a0bdee44-8a26-4cb3-b088-4981494bda6a 1 2105 462 55 20 2134 472 1 Beams or identifiers of beams for which to retrieve results. By default, all elements are included. c2b4ac03-4de5-484e-9323-f03b4116ed87 Beams|Identifiers Beams|Ids true 0 2105 482 55 20 2134 492 Load case selection for which to retrieve results. Provide a string of the following form: 'LoadCaseCombinationName/SelectionCriterion1/SelectionCriterion2/...'. This string can be produced via the LoadCaseSelector-component. If no input is provided, the results for the default load case are retrieved. The default load case is either the one selected by the nearest upstream component or the first active load case if no load case selection has been made. If you're unsure about the current default load case, you can connect the model to a panel, which will display the relevant information. ef7c75ab-8ba4-4b24-a52d-aed2e768f193 Load Case LCase true 0 2105 502 55 20 2134 512 1 Parameter values 0<t<1 at which to retrieve displacements along the beam. 794acaa4-504a-4f53-baf6-6a8ea38c3532 ts ts true 0 2105 522 55 20 2134 532 1 2 {0} 0 1 Model from which displacements were retrieved. c897d5d6-3879-4901-afc9-fcd5f0bb17fb Model Model false 0 2190 462 41 20 2210.5 472 Translations (t) in global x-, y-, and z-direction [ft] for load-cases Path structure: Element index/Position along element/Load case.. 64a2dc4a-d6b8-4400-b310-59f633cb9f9a Translations [ft] Trans false 0 2190 482 41 20 2210.5 492 Rotations (r) about global x-, y-, and z-direction [rad] for load-cases Path structure: Element index/Position along element/Load case.. c961c694-df51-4d26-aa85-78cbb46cd3c1 Rotations [rad] Rot false 0 2190 502 41 20 2210.5 512 Index of the governing load case within the load case combination. '-1' results in case of no single load case governs the result (e.g., in case of an envelope). 15754497-22bb-4c07-b053-115216f7a941 Load Case Index LCInd false 0 2190 522 41 20 2210.5 532 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 3a95ae08-00b4-4163-9ad9-641a169df14f Panel V5_FrameUtilPanel false 0 92483c87-b404-4762-b7d2-471d15afe345 1 Double click to edit panel content… 2311 381 160 130 0 0 0 2311.0515 381.2655 255;255;250;90 true true true false false true 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values a70cf7aa-c8bc-4046-a407-31b8c5c4b377 Panel V5_FrameDispPanel false 0 64a2dc4a-d6b8-4400-b310-59f633cb9f9a 1 Double click to edit panel content… 2604 521 302 238 0 0 0 2604.569 521.0195 255;255;250;90 true true true false false true 2cab506b-c3ca-4da0-a5fe-6579603e43a7 06126871-6c90-44c6-8d4e-8b68cc178608 Disassemble Model (Karamba3D) Decomposes a model into its components. true 9f13f293-fca6-4024-8ae5-a95b56505885 Disassemble Model (Karamba3D) Disassemble 1497 380 121 224 1552 492 Model to be disassembled. b10cee20-2e4c-41a5-8db6-6d2129952f4f Model Model false a0bdee44-8a26-4cb3-b088-4981494bda6a 1 1499 382 38 220 1519.5 492 Disassembled model. 1bdc8556-732e-45aa-b557-4fef20cc195d Model Model false 0 1567 382 49 20 1591.5 392 Nodes of the model. 3f1953a1-0c87-4e6c-adb4-8c6a82ef57d0 Point Pt false 0 1567 402 49 20 1591.5 412 Beams(s) of the model. 76c428d9-24b4-4f79-941f-2edf0717b797 Beam Beam false 0 1567 422 49 20 1591.5 432 Shell(s) of the model. 102ee759-6e2c-408a-9ff8-84a4766adc29 Shell Shell false 0 1567 442 49 20 1591.5 452 Support(s) of the model. c45d74f1-a14c-4dbf-af8f-2586ef499464 Support Support false 0 1567 462 49 20 1591.5 472 Load(s) of the model. fe441b6d-96b3-4566-ba62-d9f39a1fdb47 Load Load false 0 1567 482 49 20 1591.5 492 Only the line connected to active beams will be output. Use this to e.g., extract the result of ESO-calculations. f8597137-f99a-468e-967e-f2656015008d Line Line false 0 1567 502 49 20 1591.5 512 Meshes of to shells. e0344adb-2e7e-43cd-b169-5047659bf9af Mesh Mesh false 0 1567 522 49 20 1591.5 532 Cross-sections of the model which were provided directly at the assemble component. Those cross-sections which were defined directly at the elements can be retrieved via 'Disassemble Element'. fcbdc7e4-1f62-4687-a5c5-bc381b7ac844 Cross-section CroSec false 0 1567 542 49 20 1591.5 552 Materials(s) of the model which were provided directly at the assemble component. Those materials which were defined directly at the cross sections can be retrieved via 'Disassemble Cross-section. fcbaaa60-c322-4152-bc4d-13e187a2bc37 Material Mat false 0 1567 562 49 20 1591.5 572 Joint(s) of the model. d2aab08c-26db-4705-a551-9c7fa274745e Joint Joint false 0 1567 582 49 20 1591.5 592 1817fd29-20ae-4503-b542-f0fb651e67d7 List Length Measure the length of a list. true d842093f-63e1-487e-8bc1-85afc16eed47 List Length V5_NodeCount 1763 396 61 111 1792 452 1 Base list 78e1ee19-6836-4a2a-a43f-f4bb4011b99a List L false 3f1953a1-0c87-4e6c-adb4-8c6a82ef57d0 1 1765 398 12 107 1772.5 451.5 Number of items in L 57e18348-9f61-4a99-9de6-f7ef0c5138f7 Length L false 0 1807 398 15 107 1814.5 451.5 1817fd29-20ae-4503-b542-f0fb651e67d7 List Length Measure the length of a list. true 1c7f4621-92e7-41ac-885e-eda0f5437ab1 List Length V5_ElementCount 1762 517 61 128 1791 581 1 Base list e51326fa-363a-49c2-8280-7a413d2b1f76 List L false 76c428d9-24b4-4f79-941f-2edf0717b797 1 1764 519 12 124 1771.5 581 Number of items in L 1117ed27-9717-4b9c-a212-e14de5fe4bba Length L false 0 1806 519 15 124 1813.5 581 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values df227b9c-861d-454d-9e0e-745e74ccea56 Panel V5_NodeCountPanel false 0 57e18348-9f61-4a99-9de6-f7ef0c5138f7 1 Double click to edit panel content… 1858 433 160 100 0 0 0 1858.4502 433.81445 255;255;250;90 true true true false false true 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values ca9ee4aa-7184-4a96-b781-58585dd04ec9 Panel V5_ElemCountPanel false 0 1117ed27-9717-4b9c-a212-e14de5fe4bba 1 Double click to edit panel content… 1858 544 160 100 0 0 0 1858.1176 544.60754 255;255;250;90 true true true false false true 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values d427f333-4100-45ec-a766-829192868f2a Number Slider V5_Span_ft false 0 17 394 200 20 17.125027 394.6291 3 1 0 12 3 0 8 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values d6022712-136c-4426-8238-dba912f34f44 Number Slider V5_Height_ft false 0 17 358 200 20 17.125023 358.1585 3 1 0 8 2 0 5 a0d62394-a118-422d-abb3-6af115c75b25 Addition Mathematical addition eb69d042-b3dc-43d3-84f2-7c23e89df89a Addition V5_BaseR_X 305 252 65 90 336 297 2 8ec86459-bf01-4409-baee-174d0d2b13d0 8ec86459-bf01-4409-baee-174d0d2b13d0 1 8ec86459-bf01-4409-baee-174d0d2b13d0 First item for addition e172ccdc-a5c2-41e2-880b-694bd7ab11db A A true 4c3c8fb6-59a5-4990-b426-c916f600a629 1 307 254 14 43 315.5 275.5 1 1 {0} Grasshopper.Kernel.Types.GH_Number 60 Second item for addition ebc88fc4-d39f-40e1-aebb-ae1b43652036 B B true fc63f85e-30c6-4553-94ef-94f3f7d44638 1 307 297 14 43 315.5 318.5 Result of addition feb332f5-21a0-4c42-89e8-d2f25b2c256b Result R false 0 351 254 17 86 359.5 297 3581f42a-9592-4549-bd6b-1c0fc39d067b Construct Point Construct a point from {xyz} coordinates. 22c2fe46-c64a-484f-b30e-4d4db95396cc Construct Point V5_ComputeTopL 486 227 68 128 517 291 {x} coordinate e26bb6f9-d31c-4f9c-8f22-a2d5bf65efb9 X coordinate X false 4c3c8fb6-59a5-4990-b426-c916f600a629 1 488 229 14 41 496.5 249.66667 {y} coordinate 0efc3642-4e11-41a7-ab72-823cffc83565 Y coordinate Y false 0 488 270 14 41 496.5 291 1 1 {0} 0 {z} coordinate 3e9fa46d-25c1-4fc5-a46e-87b6f9345992 Z coordinate Z false 89b4df97-82e3-4f2d-a358-e94cd88a4895 1 488 311 14 42 496.5 332.3333 1 1 {0} 0 Point coordinate 2578bbb2-13db-486e-8f70-9c8627eb3556 Point Pt false 0 532 229 20 124 542 291 3581f42a-9592-4549-bd6b-1c0fc39d067b Construct Point Construct a point from {xyz} coordinates. d0cdf25f-8b6d-4ac6-a23c-b455c0aba636 Construct Point V5_ComputeTopR 483 358 68 130 514 423 {x} coordinate d725239d-5cef-43d4-8d93-d54fc22cbd3b X coordinate X false feb332f5-21a0-4c42-89e8-d2f25b2c256b 1 485 360 14 42 493.5 381 1 1 {0} 0 {y} coordinate be15dbc0-8e54-492c-8c4b-aa4ce7f11082 Y coordinate Y false 0 485 402 14 42 493.5 423 1 1 {0} 0 {z} coordinate fbb577cf-6a90-47f3-ab50-abea63010cb2 Z coordinate Z false 89b4df97-82e3-4f2d-a358-e94cd88a4895 1 485 444 14 42 493.5 465 1 1 {0} 0 Point coordinate 45978a42-c1c1-437e-9843-7f7afdff3147 Point Pt false 0 529 360 20 126 539 423 3581f42a-9592-4549-bd6b-1c0fc39d067b Construct Point Construct a point from {xyz} coordinates. 5b3b0d3b-27bb-4606-9fa5-b571a917fea8 Construct Point V5_ComputeBaseR 485 636 68 134 516 703 {x} coordinate 99415a2b-47e1-4a92-8017-0ac82ad3594b X coordinate X false feb332f5-21a0-4c42-89e8-d2f25b2c256b 1 487 638 14 43 495.5 659.6667 1 1 {0} 0 {y} coordinate 97f5fac0-ecb8-4903-9c98-e69b3e398970 Y coordinate Y false 0 487 681 14 43 495.5 703 1 1 {0} 0 {z} coordinate dc1f8b09-530e-4e7d-becc-a79a77eeb1be Z coordinate Z false 0 487 724 14 44 495.5 746.3334 1 1 {0} 0 Point coordinate 5f672c3c-19db-4cb1-a46e-54af08b857b7 Point Pt false 0 531 638 20 130 541 703 3581f42a-9592-4549-bd6b-1c0fc39d067b Construct Point Construct a point from {xyz} coordinates. 933305ea-8493-426d-8d80-75987256d666 Construct Point V5_ComputeBaseL 486 499 68 133 517 566 {x} coordinate 1c4a7f41-1c9a-481d-96d3-3de35245e112 X coordinate X false 4c3c8fb6-59a5-4990-b426-c916f600a629 1 488 501 14 43 496.5 522.5 {y} coordinate a4d6da1c-bbfe-46a9-8ce4-01b209002666 Y coordinate Y false 0 488 544 14 43 496.5 565.5 1 1 {0} 0 {z} coordinate fb66828c-c24a-47d6-a4c5-e3501bd82f03 Z coordinate Z false 0 488 587 14 43 496.5 608.5 1 1 {0} 0 Point coordinate 98018a69-144f-446a-a821-5154eb3e45db Point Pt false 0 532 501 20 129 542 565.5 4c4e56eb-2f04-43f9-95a3-cc46a14f495a Line Create a line between two points. b0564a18-5381-40f5-b2f4-8e9844f73a23 Line V5_ComputeColL 632 437 63 124 663 499 Line start point da23fbd9-71fc-46ce-b39c-f30d72f246f0 Start Point A false 98018a69-144f-446a-a821-5154eb3e45db 1 634 439 14 60 642.5 469 Line end point 432b18bd-2a40-4729-9b69-fce27e3d1560 End Point B false 2578bbb2-13db-486e-8f70-9c8627eb3556 1 634 499 14 60 642.5 529 Line segment ab48b857-e026-48d4-8f56-3a0d13c62334 Line L false 0 678 439 15 120 685.5 499 4c4e56eb-2f04-43f9-95a3-cc46a14f495a Line Create a line between two points. 1c537011-75ac-48ab-88e6-12465e58ddba Line V5_ComputeBeam 633 293 63 132 664 359 Line start point 6be4b641-5852-46eb-9596-f986d37aba41 Start Point A false 2578bbb2-13db-486e-8f70-9c8627eb3556 1 635 295 14 64 643.5 327 Line end point 1a6c9ef6-bdd3-44a7-bf66-9783d1d3b2cf End Point B false 45978a42-c1c1-437e-9843-7f7afdff3147 1 635 359 14 64 643.5 391 Line segment f6ee9c6e-84ef-4689-81c7-94818e7c04e2 Line L false 0 679 295 15 128 686.5 359 4c4e56eb-2f04-43f9-95a3-cc46a14f495a Line Create a line between two points. 53e77558-2f0e-4dc9-b185-3359ebcffdd9 Line V5_ComputeColR 637 578 63 126 668 641 Line start point e0e17d8a-230c-4651-965c-73d5ca0b9e1f Start Point A false 45978a42-c1c1-437e-9843-7f7afdff3147 1 639 580 14 61 647.5 610.5 Line end point 94916032-e68c-479c-a384-ffbf294fb43f End Point B false 5f672c3c-19db-4cb1-a46e-54af08b857b7 1 639 641 14 61 647.5 671.5 Line segment 62cffeef-ac8a-4b50-acc5-61e4b4ab27ab Line L false 0 683 580 15 122 690.5 641 ce46b74e-00c9-43c4-805a-193b69ea4a11 Multiplication Mathematical multiplication 0b53acec-e5b1-4db4-a12a-68fa5622154c Multiplication V5_ScaledHeight_ft 304 352 65 138 335 421 2 8ec86459-bf01-4409-baee-174d0d2b13d0 8ec86459-bf01-4409-baee-174d0d2b13d0 1 8ec86459-bf01-4409-baee-174d0d2b13d0 First item for multiplication 4200e8bc-068c-49b4-90e5-a3462b68e2bc A A true d6022712-136c-4426-8238-dba912f34f44 1 306 354 14 67 314.5 387.5 Second item for multiplication 91fe94d1-0636-43e5-80ce-0f51a066f9d9 B B true 19a63e05-39d5-4d02-807a-b72a11858f5d 1 306 421 14 67 314.5 454.5 Result of multiplication 89b4df97-82e3-4f2d-a358-e94cd88a4895 Result R false 0 350 354 17 134 358.5 421 ce46b74e-00c9-43c4-805a-193b69ea4a11 Multiplication Mathematical multiplication 9d87bd24-1dda-4817-99a3-f5daab4ebd15 Multiplication V5_ScaledSpan_ft 307 498 65 126 338 561 2 8ec86459-bf01-4409-baee-174d0d2b13d0 8ec86459-bf01-4409-baee-174d0d2b13d0 1 8ec86459-bf01-4409-baee-174d0d2b13d0 First item for multiplication 284d39b0-3db1-41df-8f9f-0879b9b26933 A A true d427f333-4100-45ec-a766-829192868f2a 1 309 500 14 61 317.5 530.5 Second item for multiplication d12be44f-a38a-443a-b3a5-dd45423ed797 B B true 19a63e05-39d5-4d02-807a-b72a11858f5d 1 309 561 14 61 317.5 591.5 Result of multiplication fc63f85e-30c6-4553-94ef-94f3f7d44638 Result R false 0 353 500 17 122 361.5 561 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values 4c3c8fb6-59a5-4990-b426-c916f600a629 Number Slider V5_BaseX_ft false 0 26 265 191 20 26.76075 265.12827 1 1 0 100 0 0 0 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values 19a63e05-39d5-4d02-807a-b72a11858f5d Number Slider V5_ScaleFactor false 0 18 297 205 20 18.813251 297.67325 2 1 0 2 0.5 0 1 f66012c9-4f86-4720-8b2a-e290ed630260 06126871-6c90-44c6-8d4e-8b68cc178608 Material Properties (Karamba3D) Defines the mechanic properties of an isotropic material. false true 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 a82efb29-c77e-417b-9f7a-884f96487241 false Material Properties (Karamba3D) Isotrop 1295 400 107 294 1356 522 Family of the material. Can be 'steel', 'aluminium', 'wood' or 'concrete'. 90399be6-0e27-4d76-ac6d-f0a3099dbb61 Family of material Family true 0 1297 402 44 20 1320.5 412 1 1 {0} false steel Name of the material. c9b0fbfc-02ac-423a-b77b-825e38cd3307 Name Name true 0 1297 422 44 20 1320.5 432 1 1 {0} false Steel S235 Identifier of beam or beam with identifier to attach the material to. 10c02e77-8f03-4d3e-88ad-0137e3ccc19a Element|Identifier Elem|Id true 0 1297 442 44 20 1320.5 452 Colour of the material. 011d0a0d-e6b1-44f1-883b-591e4d180be4 Colour Colour true 0 1297 462 44 20 1320.5 472 Material of an element. afabd997-f5f9-4131-b2a0-b928a7391fc2 Material Mat false 0 1371 402 29 240 1385.5 522 Isotrop 2 Isotrop 8 0 Young's Modulus [psi] of the material. 41236715-0d4d-4ced-9d6f-b63f1e5a3568 Young's Modulus [psi] E true 0 1297 482 44 20 1320.5 492 1 1 {0} 29000000 In-plane shear modulus [psi] of the material. 30666195-7816-442d-b3e6-773b238d01ca In-plane Shear Modulus [psi] G12 true 0 1297 502 44 20 1320.5 512 1 1 {0} 11200000 Transverse shear modulus [psi] of the material. 6b8dd91b-3fa9-4422-8db9-5bac28e3fe93 Transverse Shear Modulus [psi] G3 true 0 1297 522 44 20 1320.5 532 1 1 {0} 11200000 Specific weight [lbf/ft³] of material. dcfd047b-c9c4-4053-b6ec-2e01d40e2b38 Specific Weight [lbf/ft³] gamma true 0 1297 542 44 20 1320.5 552 1 1 {0} 490 Coefficient of thermal expansion [1/℉] of the material. b151a168-feec-4689-adb5-5af9735ff674 Coefficient of Thermal Expansion [1/℉] alphaT true 0 1297 562 44 20 1320.5 572 1 1 {0} 6.5E-06 Tensile strength [psi] of the material. Tensile stresses are positive. a125a2f5-b9a9-40f3-8ae1-0c5ad1ab325c Tensile Strength [psi] ft true 0 1297 582 44 20 1320.5 592 1 1 {0} 34000 Compressive strength [psi] of the material. Compressive stresses are negative. d5577a68-224c-4de3-b6f6-e0e1c8109b75 Compressive Strength [psi] fc true 0 1297 602 44 20 1320.5 612 1 1 {0} -34000 Name of strength hypothesis to applied for assessing a material's utilization in a bi-axial stress state. Can be the following: 'Mises', 'Tresca' or 'Rankine'. Add a ValueList-component for easy selection or use 'Expand ValueLists' from the component's context menu. 3147f9b9-01eb-4df2-a0e0-f03f5ae063d6 Strength Hypothesis S-Hypo false 0 1297 622 44 20 1320.5 632 1 1 {0} false MISES 0 0 Orthotropic 16 0 Young's Modulus [psi] in the first material direction. 3c1d85f2-6577-406a-8b71-d8abc23177c8 Young's Modulus [psi] Dir1 E1 true 0 0 0 150 20 1 1 {0} 30457924.92334395 Young's Modulus [psi] in the second material direction. 4ff86625-b983-471b-b8cb-df1f323bb3a5 Young's Modulus [psi] Dir2 E2 true 0 0 0 150 20 1 1 {0} 30457924.92334395 In-plane shear modulus [psi] in the first material direction. b98912ae-9179-4d9f-b497-4b2236ff4948 In-plane Shear Modulus [psi] G12 true 0 0 0 150 20 1 1 {0} 11713247.6990917 In-plane lateral contraction coefficient. In case nue12==-1 (the default) the approximate formula of Huber is applied to calculate nue12 from E1, E2 and G12. See HUBER M.T.: The theory of crosswise reinforced ferro-concrete slabs and its application to various constructional problems involving rectangular slabs, Der Bauingenieur, 1923, 4(12), 354-360 and 4(13), 392-395. a94a3e08-e468-4b3e-9ece-44068e32fcb3 In-plane Lateral Contraction Coefficient nue12 true 0 0 0 150 20 1 1 {0} -1 Transverse shear modulus [psi] of the material in the section perpendicular to the first material direction. d35ef1a4-9a6a-4556-b2a2-d1245974325d Transverse Shear Modulus [psi] Dir1 G31 true 0 0 0 150 20 1 1 {0} 11713247.6990917 Transverse shear modulus [psi] of the material in the section perpendicular to the second material direction. 81e3a3d9-b1b8-492b-a93b-6799702be736 Transverse Shear Modulus [psi] Dir2 G32 true 0 0 0 150 20 1 1 {0} 11713247.6990917 Specific weight [lbf/ft³] of material. e8393f65-a264-48a7-ac6b-8234f93cdd62 Specific Weight [lbf/ft³] gamma true 0 0 0 150 20 1 1 {0} 499.72160780973684 Coefficient of thermal expansion [1/℉] in the first material direction. 0d92154b-cb42-43de-8d6a-0794618577b8 Coefficient of Thermal Expansion [1/℉] Dir1 alphaT1 true 0 0 0 150 20 1 1 {0} 6.6666666666666675E-06 Coefficient of thermal expansion [1/℉] in the second material direction. ac76c7b7-f738-471a-9006-94da33195192 Coefficient of Thermal Expansion [1/℉] Dir2 alphaT2 true 0 0 0 150 20 1 1 {0} 6.6666666666666675E-06 Tensile strength [psi] in the first material direction. Tensile stresses are positive. bf7f3a36-f846-49c3-a3b5-d616012cf1d9 Tensile Strength [psi] Dir1 ft1 true 0 0 0 150 20 1 1 {0} 34083.86836659918 Tensile strength [psi] in the second material direction. Tensile stresses are positive. 4b8d3bf1-f634-465f-9f75-0ace633598f6 Tensile Strength [psi] Dir2 ft2 true 0 0 0 150 20 1 1 {0} 34083.86836659918 Compressive strength [psi] in the first material direction. Compressive stresses are negative. e9ef76b1-be16-4851-9f1a-82d1816034f4 Compressive Strength [psi] Dir1 fc1 true 0 0 0 150 20 1 1 {0} -34083.86836659918 Compressive strength [psi] in the second material direction. Compressive stresses are negative. dbabad81-3c31-4714-956d-999a8d9be67e Compressive Strength [psi] Dir2 fc2 true 0 0 0 150 20 1 1 {0} -34083.86836659918 Shear strength [psi] between directions 1 and 2. 5fec6d51-d1c9-479b-a188-b010fe7940ea Shear Strength [psi] Dir1/2 t12 true 0 0 0 150 20 1 1 {0} 19725.13233130846 The Tsai-Wu interaction coefficient. 62271dfb-4893-4de7-900b-a047c4be23e0 Tsai-Wu Int.Coeff. f12 true 0 0 0 150 20 1 1 {0} 0 Name of strength hypothesis to applied for assessing a material's utilization in a bi-axial stress state. Can be the following: 'Mises', 'Tresca', 'Rankine' or 'TsaiWu'. Add a ValueList-component for easy selection or use 'Expand ValueLists' from the component's context menu. 38430224-2b6e-4368-9054-56e0c2d3193c Strength Hypothesis S-Hypo true 0 0 0 150 20 1 1 {0} false MISES 0 0 f201e873-4df8-400f-9d75-92e1963ad371 06126871-6c90-44c6-8d4e-8b68cc178608 Cross-section (Karamba3D) Creates rectangular, trapezoid, and triangular hollow cross sections. false true 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 4a68b737-45f7-4564-a0f0-663ec2be8f8d false Cross-section (Karamba3D) I-Section 1270 726 153 314 1359 858 Family name of cross-section defines a group of cross-sections for cross-section optimization. e78a36a9-ce19-457f-bcb0-f338bdba31bc Family name of cross-section Family true 0 1272 728 72 20 1309.5 738 1 1 {0} false Rectangle The name serves to identify a cross-section uniquely upon selection from a list of cross-sections. 1a9ac454-20fc-4e8e-8d8a-7ca8d3338df2 Name of cross-section Name true 0 1272 748 72 20 1309.5 758 1 1 {0} false V5_8x6_Rect Identifier of beam or beam with identifier to attach cross-section to. 4ca87686-4acd-4fac-a4b7-3a5222e4f5a9 Element|Identifier Elem|Id true 0 1272 768 72 20 1309.5 778 Colour of the cross section. 6c5d09ba-1e6a-401f-90a0-abec1a9ad0a5 Colour Colour true 0 1272 788 72 20 1309.5 798 Cross-section which was created. 47305481-d4f8-4af2-8e3b-989f5cefc346 Cross-section CroSec false 0 1374 728 47 260 1397.5 858 I 9 I 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 30901ead-518a-45c5-bcb2-c1e016151e35 Material Mat true afabd997-f5f9-4131-b2a0-b928a7391fc2 1 1272 808 72 20 1309.5 818 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 1c0c5016-5284-4f89-a9a3-4c3b798d8da8 Local Eccentricity [in] EcceLoc true 0 1272 828 72 20 1309.5 838 Height [in] of cross-section. 5f2edbaf-3e65-4ae2-9e49-81eadba2f575 Height [in] Height true 0 1272 848 72 20 1309.5 858 1 1 {0} 8 Width [in] of upper flange. dcecf988-dacc-447d-9a78-de62c6015d66 Upper Flange Width [in] Upper Width true 0 1272 868 72 20 1309.5 878 1 1 {0} 6 Width [in] of lower flange. 3e71fdae-6f77-4f5d-87cc-6f3417721c2c Lower Flange Width [in] LowerWidth true 0 1272 888 72 20 1309.5 898 1 1 {0} 6 Thickness [in] of upper flange. fad35bb8-ca57-4e21-a81e-4730a6172677 Upper Flange Thickness [in] UpperThick true 0 1272 908 72 20 1309.5 918 1 1 {0} 3.9 Thickness [in] of lower flange. f42838df-9ceb-46ef-ba0a-28c88f02b43b Lower Flange Thickness [in] Lower Thick true 0 1272 928 72 20 1309.5 938 1 1 {0} 3.9 Thickness [in] of web. 52e508df-df3e-4db5-9117-2983857cf40a Web Thickness [in] Web Thick true 0 1272 948 72 20 1309.5 958 1 1 {0} 6 Radius of fillet [in] of rolled cross section where web and flange meet. 81166f01-2862-430c-9763-26f92ce80d08 Fillet Radius [in] Fillet Radius true 0 1272 968 72 20 1309.5 978 1 1 {0} 0 0 0 Box 9 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. b1e499f8-c83d-4f1c-9ef9-42d4afaafe29 Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. 0189bfa8-2c6d-457f-81bb-28cf515d5614 Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Height [in] of cross-section. 71e814dd-145a-41db-91c1-fc8e5a0fd462 Height [in] Height true 0 0 0 150 20 1 1 {0} 3.937007874015747 Width [in] of upper flange. e62c92e7-3941-49a3-a815-cf15aa668e0e Upper Flange Width [in] UpperWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 Width [in] of lower flange. f3cd7d2e-3703-4c52-b4cf-bce528b34d51 Lower Flange Width [in] LowerWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 Thickness [in] of upper flange. 785d6340-6c97-4f3f-a441-cf0ce08591b2 Upper Flange Thickness [in] UpperThick true 0 0 0 150 20 1 1 {0} 0.15748031496062992 Thickness [in] of lower flange. b68969d9-8c48-4bca-bf03-62af28fc4131 Lower Flange Thickness [in] LowerThick true 0 0 0 150 20 1 1 {0} 0.15748031496062992 Thickness [in] of sidewalls. a2dc42af-a5c4-43e6-8ca4-57c0febebac2 Sidewalls Thickness [in] SWallThick true 0 0 0 150 20 1 1 {0} 0.15748031496062992 Radius of fillet [in] of rolled cross section where web and flange meet. 5e5e8731-a27e-46e9-800c-b2f3c83a1368 Fillet Radius [in] Fillet Radius true 0 0 0 150 20 1 1 {0} 0.23622047244094485 0 0 Circular Hollow 4 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 2ab34e50-9299-4be5-894f-65882e84f39e Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. eff4ad4a-25fe-489f-871b-d461bbdbe46b Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Diameter [in] of cross section. 11639fbe-4497-4d28-920b-d3c8311ca546 Diameter [in] Diameter true 0 0 0 150 20 1 1 {0} 4.499999999999999 Wall thickness [in] of the circular hollow section. 61d9cb2f-daa1-4333-b41e-9127f1b092b8 Wall thickness [in] Thickness true 0 0 0 150 20 1 1 {0} 0.15748031496062992 0 0 Shell - Const 2 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the material will not be affected. 5f8705ab-fe0c-4212-bd2a-b3af346f6fd2 Material Mat true 0 0 0 150 20 Height [in] of the cross section. 48300408-2c3a-4fd3-a10c-24f8dde876c4 Height [in] Height true 0 0 0 150 20 1 1 {0} 1 0 0 Shell - Var 2 0 1 Materials be used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. Materials are attached to the faces of the shell according to the longest list principle. b8f5b1e8-b1ae-45a0-970b-1e7ceab01119 Materials Materials true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. 980801ae-a3be-4ccd-81e1-07d031ec57b7 Heights [in] Heights true 0 0 0 150 20 1 1 {0} 1 0 0 Shell RC Standard - Const. 6 0 Material used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. 6f16b9d7-c847-490a-96d2-7fadf96ac6fa Material-Concrete MatConcr true 0 0 0 150 20 Height [in] of the cross section. 68b2655f-be8a-442d-ae46-a29a172f7187 Height [in] Height true 0 0 0 150 20 1 1 {0} 20 Material of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. 955c35d6-3294-477a-91ff-f61f7d9ae78a Material-Reinforcement Mat-Reinf true 0 0 0 150 20 1 List of reinforcement areas [[in²/ft]] of the cross section. Only the first four values per cross section will be considered. 34cba727-5707-46d1-b68e-e83eadba7ce3 Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 1 List of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. e83820b8-e257-4ecf-b1f5-398b18465e9f Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.4999999999999996 4.5 -4.5 -3.4999999999999996 Angle [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. 47146f2a-5143-4c74-80d2-a6d627d68709 Principal Reinforcement Direction [deg] Dir true 0 0 0 150 20 1 1 {0} 0 0 0 Shell RC Standard - Variable 6 0 1 Materials used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default concrete (C30/37 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. 82b56934-f389-482f-b3a0-baab9dca3252 Materials-Concrete MatConcr true 0 0 0 150 20 1 List of heights [in] of the cross section. The list of heights is mapped on the list of faces according to the longest list principle. 6ca177aa-3bbd-47fb-9d5a-3b2a27fc1b3f Heights [in] Heights true 0 0 0 150 20 1 1 {0} 20 1 Materials of reinforcement used for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default reinforcement steel (BSt500 according to EC2) will be used. Materials are attached to the faces of the shell according to the longest list principle. 351cbf51-5ef5-4c8d-b0e5-4098444c5e09 Materials-Reinforcement MatsReinf true 0 0 0 150 20 2 List of lists of reinforcement areas [[in²/ft]] of the cross section. The list of lists of reinforcement areas will be mapped on the list of faces according to the longest list principle. Only the first four values per cross section will be considered. b833e091-7dce-4e7a-b458-6538d09f604c Reinforcement Areas [[in²/ft]] Areas true 0 0 0 150 20 1 4 {0} 0 0 0 0 2 List of lists of concrete covers [in] of the cross section. A positive value counts from the upper cross section boundary downwards, a negative value counts from the lower cross section boundary upwards. The list of lists of cover thicknesses will be mapped on the list of faces according to the longest list principle. The layers are assumed to be ordered from top (c>0) to bottom (c<0). Only the first four values per cross section will be considered. 05011e85-9eee-4efe-8f7b-3c979e8571ae Reinforcement Concrete Covers [in] Covers true 0 0 0 150 20 1 4 {0} 3.4999999999999996 4.5 -4.5 -3.4999999999999996 1 List of angles [deg] of the top reinforcement layer relative to the local x-axis. A positive rotation angle rotates counterclockwise if the local z-axis points towards the observer. The 2nd to 4th layers are assumed to have these angles relative to the 1st layer: 90[deg], 90[deg], 0[deg]. The list of angles is mapped on the list of faces according to the longest list principle. 84088e99-396e-4bba-9e66-13e9963b8478 Principal Reinforcement Directions [deg] Dirs true 0 0 0 150 20 1 1 {0} 0 0 0 Spring 2 0 Vector of translational spring stiffness [kip/ft] in local directions. bfdba1a7-d9f9-4b29-b2d6-d669e89a7083 C-translation [kip/ft] Ct true 0 0 0 150 20 Vector of rotational spring stiffness [kip.ft/rad] about local directions. d09935f4-3e0f-444a-9d28-d3e1f3797144 C-rotation [kip.ft/rad] Cr true 0 0 0 150 20 0 0 Trapezoid 5 0 Material to for the cross section. Overrules the material definition supplied at the Assemble-component. If nothing is given the default steel (S235 according to EC3) will be used. b13d4ed1-75c6-4507-b1fb-4b1f7c18f1ec Material Mat true 0 0 0 150 20 Vector of eccentricity in [in] with respect to beam axis in local beam coordinates. e69b55a4-ecf5-4eae-8d14-a7825c9e4d53 Local Eccentricity [in] EcceLoc true 0 0 0 150 20 Height [in] of cross-section. aad28db9-4a2f-4561-9b22-e4241bc38dd4 Height [in] Height true 0 0 0 150 20 1 1 {0} 3.937007874015747 Width [in] of upper flange. 74fa1028-75b2-4938-baec-e7308a7dc1c2 Upper Flange Width [in] UpperWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 Width [in] of lower flange. 48aebb99-8128-41e1-89ca-1da93c1db3da Lower Flange Width [in] LowerWidth true 0 0 0 150 20 1 1 {0} 1.9685039370078734 0 0 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values b8615f0a-a827-403e-ba61-c6232c87277d Panel V5_GeoLabel false 0 0 Portal Frame Geometry - 2 columns + 1 beam 17 63 160 100 0 0 0 17.195755 63.033234 255;255;250;90 true true true false false true c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 1 60;120;200;255 A group of Grasshopper objects b8615f0a-a827-403e-ba61-c6232c87277d 4c3c8fb6-59a5-4990-b426-c916f600a629 19a63e05-39d5-4d02-807a-b72a11858f5d d6022712-136c-4426-8238-dba912f34f44 d427f333-4100-45ec-a766-829192868f2a eb69d042-b3dc-43d3-84f2-7c23e89df89a 0b53acec-e5b1-4db4-a12a-68fa5622154c 9d87bd24-1dda-4817-99a3-f5daab4ebd15 22c2fe46-c64a-484f-b30e-4d4db95396cc d0cdf25f-8b6d-4ac6-a23c-b455c0aba636 5b3b0d3b-27bb-4606-9fa5-b571a917fea8 933305ea-8493-426d-8d80-75987256d666 b0564a18-5381-40f5-b2f4-8e9844f73a23 1c537011-75ac-48ab-88e6-12465e58ddba 53e77558-2f0e-4dc9-b185-3359ebcffdd9 fdccc623-b3a9-4146-acb8-3cecba970dc4 16 8b4d2332-1af2-4e32-9b8a-c611b6a1acc9 Group Geometry 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 0fce3413-0e91-4861-835a-151ee0db5ed1 Panel V5_SuppLabel false 0 0 Fixed bases (all 6 DOFs) - typical for portal frames in this course 1256 40 160 100 0 0 0 1256.8575 40.64202 255;255;250;90 true true true false false true c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 1 60;220;150;80 A group of Grasshopper objects 0fce3413-0e91-4861-835a-151ee0db5ed1 df6699ce-6d06-4c32-8245-27762c3ac6ca 2 9f8b6f45-51b7-473a-b8ef-c3fa17bde7b6 Group Supports 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 724c2f13-096a-4ba1-9364-e5e090aef1f9 Panel V5_LoadLabel false 0 0 Gravity = self-weight from material density; Lateral = wind simulation 802 605 160 100 0 0 0 802.6388 605.9032 255;255;250;90 true true true false false true c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 1 60;220;80;80 A group of Grasshopper objects 724c2f13-096a-4ba1-9364-e5e090aef1f9 901f5672-1f3d-4771-9a94-2a8abec36dbe 0bf21c56-29e1-4b79-bd96-c2ef89c66489 e3b875e2-f56b-43d6-981e-83996712b3b2 f33eae72-7741-46a5-ad01-154d9ef32fbf ec11aa8b-c81d-4e39-8a76-21918b1dc071 ade9ca95-f11b-4f81-b8b8-71ec15f1f19e 7 c2f8465e-148b-4fba-9f90-3c5ba508a042 Group Loads 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 01dd770f-3796-40ed-8ae1-383c3897096b Panel V5_JointFocusPanel false 0 0 Look at the two beam-column joints -- this is where moment transfers between members. Trace the load path by hand before trusting the diagram. 2305 520 160 198 0 0 0 2305.7083 520.5057 255;255;250;90 true true true false false true 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 0ad85629-fc86-485d-90f5-e64780184323 Panel V5_SanityCheckLabel false 0 0 Expect 4 nodes / 3 elements. If these don't match, check your geometry before trusting the solve. 1554 634 160 100 0 0 0 1554.4077 634 255;255;250;90 true true true false false true c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 1 60;200;180;80 A group of Grasshopper objects a82efb29-c77e-417b-9f7a-884f96487241 4a68b737-45f7-4564-a0f0-663ec2be8f8d 2 8384d8d0-6890-44cd-913a-645bd35e2342 Group Material and Cross-Section c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 1 60;150;150;220 A group of Grasshopper objects b383f8a7-97de-41af-a13d-1c04ea40175d c8c2a976-d645-4a4e-9488-165c7bb9376c c880a0a1-a536-4a18-b123-216e176e93a7 3 735abe7c-53d7-4639-b996-e1267dcc48e6 Group Solve c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 1 60;200;120;180 A group of Grasshopper objects 85ff3138-7d9c-4071-b6d9-c8e928c6a52e f9239834-125b-4335-8fc4-2d4b71dbaddd 86b937dc-db8e-4eaf-beac-0d362d1af772 e88dd78c-8207-4786-8d14-1f533febf1b6 3a95ae08-00b4-4163-9ad9-641a169df14f a70cf7aa-c8bc-4046-a407-31b8c5c4b377 01dd770f-3796-40ed-8ae1-383c3897096b 7 1b4a2e48-ac2b-4cec-a004-e5c79d983e06 Group Results c552a431-af5b-46a9-a8a4-0fcbc27ef596 Group 1 60;180;180;180 A group of Grasshopper objects 9f13f293-fca6-4024-8ae5-a95b56505885 d842093f-63e1-487e-8bc1-85afc16eed47 1c7f4621-92e7-41ac-885e-eda0f5437ab1 df227b9c-861d-454d-9e0e-745e74ccea56 ca9ee4aa-7184-4a96-b781-58585dd04ec9 0ad85629-fc86-485d-90f5-e64780184323 6 74bfe2cf-5ece-4d5b-a4dc-c38fd80d5080 Group Check ce46b74e-00c9-43c4-805a-193b69ea4a11 Multiplication Mathematical multiplication c6d8db4e-b226-4337-8a5a-e5d7bb56fce0 false Multiplication V5_WindLoad_lbf 1074 481 65 126 1105 544 2 8ec86459-bf01-4409-baee-174d0d2b13d0 8ec86459-bf01-4409-baee-174d0d2b13d0 1 8ec86459-bf01-4409-baee-174d0d2b13d0 First item for multiplication f672df11-0060-46d0-b437-e71ed55bfc6d A A true 1f403e24-b949-4756-976e-08dbefb8aade 1 1076 483 14 61 1084.5 513.5 Second item for multiplication c620250d-68d8-48d6-8185-8971ea63b3dd B B true 21ab8e0d-4a50-402a-b967-b80d5c580bf3 1 1076 544 14 61 1084.5 574.5 Result of multiplication 08f3dec3-455f-468d-9adf-3a66b7f73a92 Result R false 0 1120 483 17 122 1128.5 544 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 21ab8e0d-4a50-402a-b967-b80d5c580bf3 Panel V5_kN_to_lbf_const false 0 0 224.80894 981 616 160 105 0 0 0 981.0228 616.1963 255;255;250;90 true true true false false true 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values 4c885d00-627b-439a-9a4f-77f57cb73c42 Number Slider false 0 802 167 163 20 3 1 1 0 -1 0 -1 57da07bd-ecab-415d-9d86-af36d7073abc Number Slider Numeric slider for single values 1f403e24-b949-4756-976e-08dbefb8aade Number Slider false 0 798 548 160 20 798.8764 548.15875 1 1 0 3 0 0 0 59e0b89a-e487-49f8-bab8-b5bab16be14c Panel A panel for custom notes and text values 2d5b16fa-94aa-46ca-824b-8100e3b2b72e Panel false 0 47305481-d4f8-4af2-8e3b-989f5cefc346 1 Double click to edit panel content… 1464 859 313 74 0 0 0 1464.8805 859.3682 255;255;250;90 true true true false false true