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

173Table 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)512 1.87 20 21.6 33625 51176513 1.99 20 17.5 27779 49385514 1.99 20 20.8 27490 48522515 1.015 3.8 17.8 NA 52539516 1.014 4 23.7 NA 52370517 1.017 4 24 NA 53025518 0.897 3.52 21.6 NA 51946519 0.896 3.47 24.4 NA 52975520 0.895 3.57 24.7 NA 52575521 1.018 3.95 25.9 NA 51800522 1.017 3.72 28.1 NA 52175523 1.018 3.9 24.3 NA 52660524 1.016 3.9 24.3 NA 51987525 0.872 3.6 29.8 NA 51657526 0.897 3.54 27.5 NA 51076527 0.892 0.57 29.1 NA 51888528 0.892 0.57 29.1 NA 51564529 0.632 2.46 24 NA 56022530 0.643 2.48 19.3 NA 58900531 0.64 2.48 22.9 NA 55950532 0.641 2.48 18.9 NA 56864533 0.646 2.5 32.8 NA 55210534 0.643 2.47 18.6 NA 60594535 0.526 2 20.5 NA 58670536 0.525 2 28.5 NA 56460537 0.526 2 26 NA 56775538 0.526 2 16.5 NA 59130539 0.526 2 25.5 NA 57295540 0.632 2.55 25.1 NA 56585541 0.642 2.47 25.5 NA 54825542 0.637 2.5 22.9 NA 55140543 0.631 2.5 26 NA 56610544 0.636 2.5 25.6 NA 55630545 0.637 2.47 25.5 NA 55090546 0.525 2.1 30 NA 55195547 0.525 2.05 32.5 NA 55085548 0.525 2.05 26.8 NA 54733549 0.525 2.06 31 NA 54735550 0.525 2.05 33.1 NA 55080551 0.572 3.6 30 25164 51658