Steel deck diaphragm to AISI S310-20, S100-16
Bare fluted steel deck as a diaphragm: support and sidelap fasteners, corner, edge and panel-end limits, panel buckling, wind uplift interaction, stiffness and deflection (AISI S310 and S100).
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What you get
From the inputs to a finished steel deck diaphragm calculation
The applicable checks, step by step
Every check to AISI S310-20, S100-16 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 steel deck diaphragm is tested
Against published examples and hand calculations from the code equations, on every change. The method and the sources.
Run your next steel deck diaphragm calculation today
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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.
