Steel

Web-tapered member to AISC Design Guide 25, AISC 360-22

Welded I-members with a tapered web: compression, flexure with local and lateral-torsional buckling, shear and combined forces (AISC Design Guide 25).

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What you get

From the inputs to a finished web-tapered member calculation

The applicable checks, step by step

Every check to AISC Design Guide 25, AISC 360-22 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 web-tapered member is tested

5worked examples
17values compared
17match
0documented differences, each explained

Against published examples and tables, on every change. The method and the sources.

Run your next web-tapered member calculation today

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