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Follow the next steps to perform Punching Shear Code Check.

Table 1: Punching Shear

1

Go to “Punching Shear” under 1st Floor from tree view.

Click “Verify All” button.

Check if all colums are "Passed". If there is a columns with "Failed" as in the figure click “Show” reports and investigate why code check verification failed.

2
 AEC|BOLT BIM Cloud Punching Code Check Report

3

According to report It has been noticed that the Top Reinforcement area is insufficient, so it is necessary to increase the reinforcement area.

Go to Flexural Reinforcement Tab at same spreadsheet.

Click “Increase Top Reinforcement” button and

then BDS will add seen in the spreadsheet Top Reinforcement Rebars to reinforcement area

4
 CAD view

Flexural Reinforcement drawn on CAD side.

5

Then Then go to again "Column Strip Reinforcements" under Top Reinforcements from tree view.

The rows are red because the Provide intensity value is insufficient.


Make the Provide Intensity value higher than the Required Intensity value for the rows marked in red.

To do this, either increase the "Rebar" value or decrease the "Spacing" value.
You can apply both processes at the same time.

The "Require Count" value will increase when you make the spacing smaller.
Equalize the "Required Count" values with the currently available "Count of Rebars" values.

6

7

8

Go to “Puncing Shear” under 1st Floor from tree view.

Click “Verify All” button and all “Status” has been “Passed”.

The Punching Shear part is completed in this step.

1st Slab analysis of this Project has been completed

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