File:Fse-strength-reduction-at-elevated-temperatures-v2.svg

Fse-strength-reduction-at-elevated-temperatures-v2.svg (SVG file, nominally 900 × 600 pixels, file size: 9 KB)

Summary

Illustrative outputs from the NIST empirical steel relationship. Based on Luecke et al. (2005), Equation 6–1 and Table 6–2, pp. 134 and 136.

Original illustration for Strength reduction at elevated temperatures, level 3 Advanced.

Source basis: Luecke et al. (2005), Equation 6–1 and Table 6–2, pp. 134 and 136; redraw, do not copy.
Alt text: Two bars show factors of about 0.612 at 500 °C and 0.462 at 600 °C.
Accuracy notes: Show discrete calculated values, not observations or a universal design recommendation.

New drawing by Fire Safety Academy. © Fire Safety Academy.

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	Date/Time	Thumbnail	Dimensions	User	Comment
current	16:42, 2 November 2026		900 × 600 (9 KB)	Emma (talk \| contribs)	Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity

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Short title	Illustrative outputs from the NIST empirical steel relationship. Based on Luecke et al. (2005), Equation 6–1 and Table 6–2, pp. 134 and 136.
Image title	Two bars show factors of about 0.612 at 500 °C and 0.462 at 600 °C. Source basis: Luecke et al. (2005), Equation 6–1 and Table 6–2, pp. 134 and 136; redraw, do not copy.
Width	900
Height	600