This connection is a steel With the Stiffened End Plate Connection command, beam- secondary steel beam connection . After the beams are defined;With quick drawing mode turned on;is defined.
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Location of the Stiffened End Plate Connection Command
You can access it under the Ribbon menu, Connection tab, Experimentals title.
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Usage Steps
If Draw in Fast Mode is Active
From the Connection menu, click on the Stiffened End Plate Connection icon.
In 3D perspective view, move the mouse pointer closer to the element, close to the support
After this process, the virtual image of the connection will appear.
If the connection is suitable, create the connection by clicking the left mouse button.
The connection will occur with default settings.
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If Draw in Fast Mode is Inactive
From the Connection menu, click on the Stiffened End Plate Connection icon.
Click the column then the beam before the 3D perspective view.
The stiffened end plate connection settings dialog will open.
The connection will occur with default settings.
Double-click the connection to change settings. The connection dialog will open.
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| Table of Contents |
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General Tab
Give the values according to the schematic figure given.
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Stiffener Tab
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If a stiffener plate is to be created, check the back stiffener plate option and give the plate thickness.
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Chamfers Tab
when the wanted settings are made and the OK button is clicked.
Location of the Stiffened End Plate Connection Settings Dialog
If the draw in fast mode is active, the connection settings will be opened automatically.
If the draw in fast mode is inactive, select the connection and click the right mouse button. Click the Properties line from the right click menu that opens.
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Stiffened End Plate Connection Settings Dialog
General Tab
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Specifications |
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End plate  End plate is determined by entering values. The values to be entered are shown in the schematic drawing. |
Common  The distances in both plates are adjusted at once. |
Shim  Shim is a plate placed between the elements to be connected in bolted connections. If shim is to be made, the option is selected and t2, thickness value is given. |
Connection plate  Connection plate is determined by entering values. The values to be entered are shown in the schematic drawing. |
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. |
Stiffener Tab
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Specifications |
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Stiffener plates  The stiffener plates are determined by entering the values. The values to be entered are shown in the schematic drawing. |
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. |
Chamfers Tab
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Specifications |
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Chamfer (c1)  For easy assembly of the plates in the field, the use of slope, slope type and geometric properties are determined |
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by entering the value. |
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Schematic drawing |
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Set the count of bolts and spacing according to the schematic figure given.
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Bolt properties: Bolt grade, bolt size and hole properties are set in bolt properties.
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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 Connection, notching and cutting 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
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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 connection is controlled under the condition that it has less strength than the weld strength. To create the welding electrode, provide 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.  |
Schematic drawing  Connection and weld values are shown on the schematic drawing. |
Preview  There is a preview of the connection. |
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The selection made and the entered values can be followed simultaneously in the preview. |
Bolts 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 to beam and other 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 arrangement 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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