It forms a number of stiffening plates of steel beams, one of which is one and two pieces of steel beams combined at different elevations, as the number given to any selected steel column or steel beam element.
Location of the Notched Seating Connection Command
You can access it under the Ribbon menu, Connection tab, Experimentals title.
Usage Steps
For two beams whose elevation is different but intersecting;
From the Connection menu, click on the Notched Seating Connection icon.
First choose the one piece beam. Then select the parts of the other beam in turn.
The connection will occur with default settings.
Location of the Notched Seating Connection Settings Dialog
Select the connection and click the right mouse button. Click the Properties line from the right click menu that opens.
Notched Seating Connection Settings Dialog
Type Tab
Specifications |
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Type For the connection, one of the bolted or welded connection types is selected. |
Schematic drawing Connection and 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. |
General Tab
Specifications |
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Plate Plate dimensions are 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
Specifications |
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Primary stiffener plate The main primary stiffener plate is determined by entering the value. The values to be entered are shown in the schematic drawing. |
Secondary stiffener plate The secondary 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
Specifications |
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Chamfer (c1, c2) For easy assembly of the plates in the field, the use of slope, slope type and geometric properties are determined by entering the value. |
Schematic drawing 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. |
Bolts Tab
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. |
Welds Tab
Specifications |
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Welds The thickness, type and angle values of the welds to be made at the joints 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". |
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. |