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

178Table 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)714 1 4.99 NA 32854 49465715 1.005 4.82 NA 31679 49155716 0.997 4.84 24.2 31958 49250717 0.986 4.88 22.5 28810 47865718 1.002 4.84 23.8 30406 47558719 0.995 4.84 24.9 30607 47871720 1 4.87 23.2 26228 46473721 1.002 4.86 23.4 27584 46146722 1.003 4.9 23.5 25186 46702723 0.979 4.78 31.8 27656 47954724 0.982 4.67 31.9 27297 47663725 1.001 4.9 35 24208 46755726 0.999 4.99 30.8 24687 46823727 0.999 4.97 31.2 24496 47205729 1.002 4.97 29.3 25555 47178730 0.999 5 27.5 24368 46823731 1 4.9 30 24255 46791732 1.002 4.9 30.6 23018 4653733 1.002 4.9 31.2 23082 46417734 1.002 4.9 28.9 23779 46227735 0.192 0.98 12 NA 59585736 0.377 2.44 20.6 37858 53763737 0.387 1.47 19 44157 53865738 0.374 1.82 20 38626 54595739 0.269 1.17 25.3 39750 54180740 0.374 1.55 27.9 39126 52775741 0.628 2.86 19.7 34146 50694742 0.624 2.84 13.5 35971 54284743 0.624 3.35 16.4 32537 51177744 0.49 2.14 22 35525 51431745 0.755 3.54 22.9+ 35068 50386746 0.774 3.48 17.4 36291 51647747 0.783 3.44 11 37279 53893748 0.48 1.87 26 35094 50276749 0.882 3.99 21.1 30810 50327750 0.889 4.54 18 33833 50427751 0.889 4.16 17.4 34963 51393752 0.553 2.44 26.6 36115 50374753 1.01 6.1 22.1 34323 55292754 1.01 6.1 26.2 34947 56165