Documents / Document

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%

No summary written yet.

- 135 - TABLE 3 Summary of Mechanical Properties for A7-24 Type Steel From Pt, Pleasant Bridge Laboratory Source of Sample Yield Point ksi. Yield Strength 0.2% Offset ksi. Tensile Strength ksi. Elongation, % 1" Elongation, % 2" Reduction Area % National Bureau of Standards 3/4 inch gusset U7N (Longitudinal) Av. 31.2 31.5 59.6 37 64 Min. 29.8 30.1 59.0 36 63 (Transverse)Av. 28.9 30.0 59.4 37 59 Min. 29.2 29.5 59.2 36 58 5/8 inch Web, Chain Bent Post (Transverse)Av. 36.5 37.3 68.0 32 55 Min. 35.5 36.2 67.4 30 54 U. S. Steel 1/2 inch Plate, Chain Bent Post Av. 35.5 63.2 33.0 33.5 66.5 Min. 34.7 63.0 33.0 32.0 65.9 Comparison Values University of Wisconsin, 1927¹. Various Plates and Shapes, A7-24, 1/2 inch to 3/4 inch thick Av. 35.8 64.2 28.0 (8 Inches) Min. 27.6 52.2 13.2 (8 Inches) 1. From M. O. Withey, "Tests of Specimens Cut from Different Portions of Structural Steel Shapes," presented June 1928, annual meeting of the American Society for Testing Materials.

About this file

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.