Evaluation and Repair of Wrought Iron and - Purdue e-Pubs ...

177Table A.5 (continued) Detailed Investigation of the Strength of Wrought Iron Bars PartII, Reported by BeardsleeTest Diameter Length Percent Elongation Elastic Limit Tensile LimitNumber (in) (in) (per original length) (psi) (psi)674 0.8 4.05 29.9 34615 49438675 0.876 4.36 28.2 39741 48531676 0.875 4.31 29.4 36587 48809677 0.802 4.01 27.5 29693 48597678 1.004 4.96 31.2 34408 46862679 1.01 5 29.2 38192 51422680 1.01 5 27 39940 52420681 1.13 8 24.5 35493 49850682 1.13 8 23.7 35493 50448683 1.25 9 13.6 39608 52485684 1.25 9 21.7 39608 52974685 1.38 10 20.8 39037 52406686 1.38 10 17.5 39170 52272687 1.5 13 23.9 34522 50367688 1.5 13 25 35653 51273689 1.62 13 23 34934 49684690 1.61 13 25.5 35854 51375691 1.74 13 27 35996 50464692 1.74 13 25.5 35912 50630693 1.87 13 19.1 36416 49380694 1.87 13 25.5 34818 50109695 2.01 13 NA 35297 47777696 2.01 13 NA 36432 47967697 2.24 37.5 20 31059 48112698 2.24 37.5 20.4 31415 48898699 2.09 11 26.7 32002 48965700 2.1 12 27 31931 49364701 2.5 37.5 20.5 30456 47507702 2.5 37.5 20.6 29060 47181703 2.34 14 17.9 28644 48407704 2.38 14 16 29220 48550705 0.504 2.57 22.5 38596 51128706 0.502 2.43 22.8 0.7771 50530707 0.552 2.67 22.8 40534 49709708 0.601 2.96 17.8 NA 48819709 0.65 3.18 23.9 36467 51838710 0.727 3.64 23.7 34208 49144711 0.802 3.97 23.9 38992 48792712 0.877 4.19 24.1 37042 49370713 1.055 4.99 NA 31892 48280