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Collapse of U.S. 35 Highway Bridge, Point Pleasant, West Virginia, December 15, 1967 (HAR-71/01)

National Transportation Safety Board · 1970-12-16 · 202 pages · text by OCR, confidence 99%

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- 139 - TABLE 6 Summary of Mechanical Properties of Eyebars Steel From Point Pleasant Bridge Laboratory/Specimen Source Yield Strength 0.2% Offset ksi. Tensile Strength ksi. Elongation, % 1" Reduction Area, % Nat'l. Bureau of Standards C0, C9 Outer Layer 86.1 121.3 21 52 Inner Layer 71.2 117.7 22 48 Estimate for Bar* 81.0 120.0 21 50 C3 Outer Layer 85.4 120.9 19 52 Inner Layer 69.2 114.2 21 51 Estimate for Bar* 80.0 119.0 20 51 U. S. Steel Laboratory C9 Outer Layer 86.0 121.7 18 51.8 Inner Layer 69.8 116.2 20 50.6 C0 Outer Layer 85.6 120.2 18 54.3 Inner Layer 71.4 118.6 19 49.7 C3 Outer Layer 84.5 119.1 20 52 Inner Layer 68.0 117.7 21 51

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Document, cited by the archive. The PDF is mirrored here; the original link is under it. The text was read from the page images by an OCR model (mean confidence 99%); expect the odd misread word. 202 pages are in the text index: search them above, or from the library's search.