Scope & assumptions
Compression-member organizer using section geometry, Euler buckling reference and a user-verified CSA stability modifier χ.
METRIC REPUBLIC ENGINEERING · PRELIMINARY
CSA S16:24 Compression Member Organizer
Compression screening with Euler reference and a user-verified CSA stability modifier χ.
CSA S16:24CompressionUser χ
Calculation basis
L/r = Lcr/r; Ncr = π²EI/Lcr²; Cr,screen = φ·χ·A·Fy.
Important engineering note: χ is deliberately user-entered. Determine the applicable CSA S16:24 column resistance/stability parameters, section class/effective area, flexural/torsional buckling and interaction requirements independently.
Reference basis
Related tools
Frequently asked questions
Is this a complete code design?
No. It is a transparent preliminary calculation. Code-specific limits, detailing, stability and project conditions must be verified independently.
Can I use the result for construction?
Use the result as a screening or checking aid only. Final design and construction documents should be verified by a qualified professional where required.
Why are some resistance factors entered by the user?
Many design standards contain member-, material-, product- or project-specific values. Metric Republic keeps these visible and user-controlled instead of hiding assumptions.