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

176Table 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)632 0.5 2.5 28 33725 50728633 0.552 2.72 28.6 36982 49726634 0.554 2.77 29.6 32054 50197635 0.601 2.97 31.6 37102 49087636 0.601 2.99 20 38646 49351637 0.654 3.25 31.1 28575 49118638 0.653 3.21 29.8 38818 49641639 0.653 3.2 29.6 38444 46865640 0.725 3.63 28.1 34934 49539641 0.728 3.62 31.2 38437 46250642 0.726 3.55 31718 49676643 0.8 4 30.2 37996 49437644 0.801 3.97 29.7 39687 49314645 0.805 4.04 30.4 35790 49710646 0.8 4.1 30.5 33819 49736647 0.875 4.3 29.5 NA 48559648 0.875 4.3 29.5 26110 48560649 0.875 3.85 32.5 25364 49225650 0.874 4.37 29.4 320505 48922651 1.01 5 29 32676 48308652 1.19 5.88 30.8 35790 48473653 1 4.93 31 35790 46982654 1 4.89 31.2 29284 47301657 0.5 2.46 26 32340 50178658 0.5 2.4 29.1 32300 50178659 0.5 2.41 28.2 31991 50165660 0.552 2.73 31.1 37401 49935661 0.55 2.73 29.6 26826 49877662 0.53 2.72 31.3 31224 49962663 0.55 2.68 25.5 32302 50825664 0.601 2.93 32.4 41067 49175665 0.603 3 32.1 NA 49024666 0.602 2.99 32.1 38386 48853667 0.654 3.26 27.6 37806 49267668 0.653 3.22 28.4 32323 49865669 0.653 3.25 28.2 29859 50015670 0.725 3.62 29 36350 50143671 0.726 3.6 26.9 32466 49676672 0.727 3.6 28.5 31588 49867673 0.801 4.01 30.2 37497 49266