This connection makes the joints connections with overlapping plates a splice in columns and beams.
With quick drawing mode turned on;
Click on Overlap Column / Beam Joint Combination Splice Connection from the Steel Connection menu.
In 3D perspective view, move the mouse pointer closer to the element, close to the support
After this process, the virtual image of the combination connection will appear.
If the combination connection is suitable, create the combination connection by clicking the left mouse button.
The combination connection will occur with default settings.
Quick drawing mode is off;
Click on Overlap Column / Beam Joint Combination Splice Connection from the Steel Connection menu.
Click the column then the beam before the 3D perspective view.
The combination connection will occur with default settings.
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Double-click the combination connection to change settings. The unification connection dialog will open.
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| Table of Contents |
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Type Tab
The overlap plate joint splice connection can be selected as welded, bolted or mixed.
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Plates Tab
The dimensions of the overlap plate joint joint splice connection can be arranged according to the illustrations in the schematic drawing. If needed, shims can be added to the body and head.
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Flange Bolts Tab
Determine the distances between bolts according to the schematic representation given.
Bolt properties: Bolt classgrade, bolt diameter size and hole properties are set in bolt properties.
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Web Bolts Tab
Determine the distances between bolts according to the schematic representation given.
Bolt properties: Bolt classgrade, bolt diameter size and hole properties are set in bolt properties.
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Welds Tab
The source properties of the joints given in the schematic representation are set in the Resources tab. Give the thickness, type, angle values and mark the option whether to weld under construction site conditions.
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Welding geometry is determined automatically by the program. These properties can be changed to easily determine the joint properties. Geometry features are in accordance with industry standards and in the form specified in AISC.
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Design Entries Tab
In the design inputs, the plate material and the strength of the welding electrodes are defined. The condition that the main element in the weld joint has less strength than the weld strength is controlled.
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