The book Vanadium Rails was written by author Pittsburgh American Vanadium Company Here you can read free online of Vanadium Rails book, rate and share your impressions in comments. If you don't know what to write, just answer the question: Why is Vanadium Rails a good or bad book?
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Persq. In. Tensile Strength Ibs. Per sq. In. Elongation in 2 in. Per cent. Reduction of Area per cent. 1 130000 140000 12. 0 22. 0 A 2 102500 132500 5. 0 5. 5 26813 Crop 3 100000 121000 Broke in Fillet 4 107500 130000 Broke in Fillet 5 105000 123000 Broke in Fillet 1 92600 130000 12. 5 21. 5 A 2 112000 135000 13. 0 24. 0 Rail 3 90000 125000 14. 0 24. 5 (Mid 4 98000 130000 14. 5 25. 5 26813 Section) 5 95000 129000 15. 0 30. 0 6 105000 137000 13. 0 26. 5 7 92000 128000 13. 0 20. 5 8 99000 134000 ...15. 0 28. 0 1 92000 134000 12. 0 24. 0 2 95000 133000 12. 0 24. 0 B 3 97500 125500 6. 0 10. 0 26813 Crop 4 100000 126500 Broke in Fillet 5 102500 140000 11. 0 20. 5 16 VANADIUM RAILS TENSILE TESTS Continued. Heat No. Rail Test No. ElasticLimit Ibs. Persq. In. Tensile Strength Ibs. Per sq. In. Elongation in 2 in. Per cent. Reduction of Area per cent. B 6 105000 145000 10. 5 25. 5 26813 Crop 7 110000 147500 9. 0 18. 5 8 110000 147500 10. 5 20. 5 1 100000 130500 13. 0 27. 5 2 100000 133000 12. 0 25.
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