When defining a steel crossbrace;
I can't cross define braces, I would be glad if you could help ....
Posted by: Hasan Bilge Oluğ
Steel Cross Identification;
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Steel Brace Definition
Draw Steel Brace is used to
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define braces between the columns
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and beams. To define the steel
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braces, it is sufficient to choose the steel beam.
For example, click the beam entered between two steel columns.
The steel
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braces will be formed to connect the columns with the beam.
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Draw Steel Brace Multiple Elements
Steel
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Braces between
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steel
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columns without beams:
After clicking the Draw Steel
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Brace icon from the toolbar, click the
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Draw Steel Brace Multiple Elements icon with the left mouse button from the
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toolbar.
Click the
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1st and
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2nd column, respectively.
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Braces will be formed between steel
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columns.
Steel
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Brace between
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Trusses:
After clicking the Draw Steel
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Brace icon from the toolbar, click the
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Draw Steel Brace Multiple Elements icon with the left mouse button from the
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toolbar.
Click the
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1st and 2nd trusses, respectively.
The program will ask for the number of points for the
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braces. The value entered in this window determines how many nodes
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braces will
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snap, in other words, how many spaces will be left between two nodes
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of the truss.
According to the entered value,
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braces will be placed at the nodes of the
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trusses.
Steel
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Braces between
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Steel Beams:
After clicking the Draw Steel
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Brace icon from the toolbar, click the
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Draw Steel Brace Multiple Elements icon with the left mouse button from the
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toolbar.
Click the
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1st and 2nd beams, respectively.
If purlins are not defined on the beams, the program will ask you the number of
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braces to be drawn according to the slope of the beam.
If purlin is not defined on the beams, the program will ask for the number of points for the
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braces. The value entered in this window determines how many purlin-nodal points the
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braces will
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snap, in other words, how many spaces will be left between two purlin-node points in the beam.
According to the entered value,
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braces will be placed at the
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nodes of the beam.
Related Topics
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Page:
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I'm getting an insufficient number of mods error.
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How can I remove the last strut on the trusses?
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The design results of the cold rolled C profile in the columns seem insufficient.
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