Cold-formed steel

Cold-formed steel truss bracing to AISI S240-20 B4.5

Permanent lateral restraint of truss webs and chords: brace force and stiffness, accumulation to diagonal bracing, the restraint and diagonal members, and screws (AISI S240-20, S100-16).

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What you get

From the inputs to a finished cold-formed steel truss bracing calculation

The applicable checks, step by step

Every check to AISI S240-20 B4.5 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 cold-formed steel truss bracing is tested

2worked examples
7values compared
7match
0documented differences, each explained

Against hand calculations from the code equations, on every change. The method and the sources.

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