Combines With the Column-Column Connection (Built Up Column) command, two columns are combined according to the given knitting type.
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Location of Column-Column Connection (Built Up Column) Command
You can access it under the ribbon menu, Connection tab, Experimentals title.
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Usage Steps
From the Steel menu, click on the Constructive Unions Experimentals/Column-Column Combination Connection (Made Built Up Column) line.
In a 3D perspective view, plug click the first, then the second, of the columns to be joined.
The combination connection will occur with default settings.
Double-click the combination connecyion to change settings.
The unification built up column connection dialog will open.
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Table of Contents |
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Construction Tab
The count of plates to be formed along the column height is determined by distance or count. Check the option. If you select the distance option, adjust the distance values according to the given figure. The connection of the elements with the column can be welded or bolted.
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Pattern Tab
Select from the list with which pattern type the column will be connected. You can also choose the alignment horizontally or vertically.
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Parameters Tab
You can give the geometry of the plate to be created along the column height according to the shape shown or you can use one of the profiles in the library as a connection element with the Use Section option.
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Welds Tab
The weld properties of the connections given in the schematic representation are set in the Welds tab. Give the size, type, angle values and mark the option whether to weld under construction site conditions.
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Location of the Built Up Column Connection Dialog
Select the connection and click the right mouse button. Click the Properties line from the right click menu that opens.
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Built Up Column Connection Dialog
Construction Tab
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Specifications |
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Distance By selecting the option, patterns are determined by entering the plate distance values. The values to be entered are shown in the schematic drawing. |
Count By checking the option, patterns are determined by entering the count. The values to be entered are shown in the schematic drawing. |
Connection Welded or bolted types are selected for plate connection. |
Alignment Alignment of the plates according to the column is determined by choosing one of the middle or corner options. |
Schematic drawing Connection and plate values are shown on the schematic drawing. |
Preview There is a preview of the connection. The selection made and the entered values can be followed simultaneously in the preview. |
Pattern Tab
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Specifications |
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Pattern One of the listed pattern types is selected. |
Edge type One of the listed edge types is selected. |
Element alignment to first column Element alignment to the first column is determined by checking the horizontal or perpendicular option. |
Preview There is a preview of the connection. The selection made and the entered values can be followed simultaneously in the preview. |
Parameters Tab
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Specifications |
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Use plate If the option is selected, it is determined by entering the plate values. The values to be entered are shown in the schematic drawing. |
Material The material is selected for the created sheet. |
Use section By selecting the option, one of the ready profiles is selected from the lists as a plate. By clicking on the Load section button, you can reach the ready section library and reach the list of American and European finished rolling sections and select from the list. The selected profile can be rotated if desired. |
Schematic drawing Connection and plate values are shown on the schematic drawing. |
Preview There is a preview of the connection. The selection made and the entered values can be followed simultaneously in the preview. |
Welds Tab
This tab appears when the welded is marked in construction tab.
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Specifications |
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Welds The thickness, type and angle values of the welds to be made at the connections are given. The information on whether it will be done on the construction site or not is entered. |
Weld electrode The strengths of the welding electrodes are defined in the design inputs. The strength of the main element in the weld joint is controlled under the condition that it has less strength than the weld strength. If necessary, click the list and define "Create New…". To create the welding electrode, give the information "Name" and "Weld metal tensile strength" in the dialog that opens after clicking "Create New". Welding geometry is determined automatically by the program. These properties can be changed to easily determine the connection properties. Geometry features are in accordance with industry standards and in the form specified in AISC |
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Weld Electrode
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Schematic drawing Connection and weld values are shown on the schematic drawing. |
Preview There is a preview of the connection. The selection made and the entered values can be followed simultaneously in the preview. |
Bolts Tab
This tab appears when the bolted is marked in construction tab..
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Specifications |
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Horizontal arrangement The horizontal arrangement distance value of the bolts is entered. The values to be entered are shown in the schematic drawing. |
Group 1 Distance values of bolts are entered. The values to be entered are shown in the schematic drawing. |
Bolt properties The Hole and Bolt Parameters dialog is opened by clicking on the bolt properties button. The bolt properties are set in this dialog. |
Schematic drawing Connection and bolt placement values are shown on the schematic drawing. |
Preview There is a preview of the connection. The selection made and the entered values can be followed simultaneously in the preview. |
Design Data Tab
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In the design data, the connection elements material is defined. The condition that the main element in the weld joint has less strength than the weld strength is controlled.
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If necessary, click the list and define "Create New…". To create the connection elements material, give the information material definitions and values in the dialog that opens after clicking "Create New".
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