Anchored veneer to TMS 402-22 Ch. 13, via BIA TN 3C
Veneer ties for anchored masonry veneer: the permitted method, spacing or the force in the tie, cavity and tie components, backing and height limits, and stability.
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What you get
From the inputs to a finished anchored veneer calculation
The applicable checks, step by step
Every check to TMS 402-22 Ch. 13, via BIA TN 3C with its equation, the values that go into it, the result and the code section, and the governing case up front. Results update as you type.
A calculation report a reviewer can follow
Inputs, load combinations, every check with its result and reference, and the governing case, in a clear PDF with your title block.
Drawings
Where the calculation has a shape to draw: elevations, sections and the diagrams, on a sheet with your title block, as PDF or DXF.
Your units, your method
US or metric units at any time, LRFD or ASD where the code offers both; the report follows.
Verification
How the anchored veneer is tested
Against published examples and hand calculations from the code equations, on every change. The method and the sources.
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