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COLUMN HOLD DOWN ANGLES
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This program sizes column hold down angles where the column has direct uplift loads. The connection is assumed pinned and therefore will carry no moments.

Complete the following input to develop the analysis.

Select the Column Section
Input the Maximum Uplift Load in Kips
Input the distance from the edge of the anchor bolt to the column web (dimension e) in inches
Input the diameter of bolts to be used in inches


Click on the Analyze Button for Analysis Results

Clicking on the submit button will result in a $5.00 charge to your account.




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