Masonry parapet to TMS 402-22, ASCE 7-22 30.6, 13.3, 12.11
Cantilevered CMU parapets over a roof: parapet wind or seismic load, reinforced or unreinforced, shear, and the wall anchorage at the roof (TMS 402-22, ASCE 7-22).
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What you get
From the inputs to a finished masonry parapet calculation
The applicable checks, step by step
Every check to TMS 402-22, ASCE 7-22 30.6, 13.3, 12.11 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 masonry parapet is tested
Against hand calculations from the code equations, on every change. The method and the sources.
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ILX Studio, LLC is not affiliated with or endorsed by AISC, ACI, AWC, TMS, AISI, ASCE or any other code organization.