Contents
Fse-structural-fire-engineering-v4.svg (SVG file, nominally 900 × 600 pixels, file size: 9 KB)
Summary
Limiting steel temperatures used in fire resistance assessment and the temperatures at which thermal expansion damaged WTC 7. Based on Milke (2002a), p. 4-211, Kodur and Harmathy (2002), p. 1-163, and National Institute of Standards and Technology (2008), p. 21.
Original vector illustration for Structural fire engineering, level 2 Intermediate.
- Source basis: Milke (2002a), Table 4-9.2, p. 4-211; Kodur and Harmathy (2002), p. 1-163; National Institute of Standards and Technology (2008), p. 21
- Alt text: Bars of steel temperatures: prestressing 426 °C, column 538 °C, beam and rebar 593 °C, and WTC 7 expansion damage at or below 400 °C.
Licensing
New drawing by Fire Safety Academy. © Fire Safety Academy.
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| Date/Time | Thumbnail | Dimensions | User | Comment | |
|---|---|---|---|---|---|
| current | 17:15, 2 November 2026 | | 900 × 600 (9 KB) | Lisa (talk | contribs) | Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity |
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