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

163Table A.5 Detailed Investigation of the Strength of Wrought Iron Bars Part II, Reportedby Beardslee(includes Elastic Limit, Tensile Strength, and Percent Elongation per original length)Test Diameter Length Percent Elongation Elastic Limit Tensile LimitNumber (in) (in) (per original length) (psi) (psi)1 0.874 3.5 24.9 31172 509252 0.875 3.5 28 31598 514703 0.875 3.5 25.7 31598 506404 0.872 3.5 13.3 39080 481415 0.875 3.5 11.7 34256 505276 0.976 3.5 16 34092 511397 0.976 3.9 26.7 27466 480488 0.976 3.9 22.3 35204 523399 0.976 3.9 23.6 32578 519581 0.976 3.92 25 28338 4637811 0.976 3.92 29.1 34521 5376212 0.976 3.88 22.2 32181 5165713 0.976 0.9 26 31977 5379614 0.976 3.9 16.7 37423 5463115 0.976 3.9 26.4 29404 4965216 0.976 3.92 21.2 33519 5078817 0.976 3.92 28 32649 5078818 0.976 3.92 28 34621 5269319 0.976 3.87 2864 495192 0.964 3.9 29 30141 5007521 0.964 3.9 3.8 33646 5095822 0.976 3.92 27.6 23559 4758023 0.976 3.92 28.3 27402 5192424 0.565 3.92 31.1 26467 5149025 0.564 2.27 27.3 35500 5325026 0.56 2.26 23.8 33623 5614527 0.564 2.26 3.5 33008 5221328 0.564 2.23 3.9 26821 4713829 0.564 2.23 3.9 37270 529223 0.564 2.28 32 34327 5254231 0.565 2.27 23.3 33075 5005932 0.565 2.26 27.9 3893 5843633 0.565 2.27 22.5 35400 5574334 0.565 2.23 26.6 29916 4716835 0.564 2.23 16.6 41484 53949