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Foundation Tie Reinforcements

Concrete design results for the foundation tie modeled with Single and Strip Foundations are shown in the Foundation Tie Reinforcements dialog where the inability to relate to the foundation ties.

Location of Foundation Tie Reinforcements Dialog

After the analysis, you can access it by clicking the Foundation Tie Reinforcements command under the Concrete Design title of the ribbon menu Analysis and Design tab .

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Foundation Tie Reinforcements

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Specifications

ID

It is the name of the foundation tie in the plan.

B, H

It is the foundation tie dimension, which consists of width and height, respectively.

Top

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It is the number and diameter of assembly rebar.

Bottom

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It is the number and diameter of straight rebar.

Stirrup

The diameter of the stirrup is the middle zone and the squeezing zone range.

Body

It is the number and diameter of the body rebar.

Nk

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It represents the column factored axial load.

Nb

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It represents the tie beam axial design strength.

As (Calc.)

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It is the amount of reinforcement area calculated.

As (Req.)

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It is the amount of required longitudinal reinforcement area.

As (Existing)

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It is the amount of available longitudinal reinforcement area.

As (Rem.)

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It is the amount of excess rebar in the section.

Previous

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The cursor moves to the previous line.

Next

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The cursor goes to the next line.

RC

The element rebuilds its concrete. The regulation calculations related to concrete and rebars are also made again. In important changes, it may be more appropriate to repeat the structure analysis instead of concrete.

Ok

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It saves the changes made and closes the dialog.

Cancel

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Closes the dialog without saving the changes made.

Using the Shift key

In this tab, you can select more than one row with the Shift key, enter a value by double-clicking any cell whose value is open to change, and you can make that value apply to all selected rows.

Using the Ctrl key

Ctrl key, on the other hand, selects the lines in between one by one.


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