It forms a With the Notched Seating Connection command, connection is defined with the number of stiffening plates of steel beams, one of at different elevations, which is one as one and the other as two pieces of steel beams combined at different elevations, as the number given to any selected steel column or steel beam element.
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Location of the Notched Seating Connection Command
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Notched Seating Connection Settings Dialog
Type Tab
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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
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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
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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
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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
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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. |
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 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". |
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. The selection made and the entered values can be followed simultaneously in the preview. |
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