Steel

Seismic member checks to AISC 341-22 D1, E3.4a

Beams and columns of seismic systems: width-to-thickness limits for moderately and highly ductile members, stability bracing, column strength with overstrength loads and strong-column weak-beam (AISC 341-22).

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What you get

From the inputs to a finished seismic member checks calculation

The applicable checks, step by step

Every check to AISC 341-22 D1, E3.4a 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 seismic member checks is tested

3worked examples
9values compared
9match
0documented differences, each explained

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.