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

165Table 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)76 1.84 12.3 22 31049 4982377 1.83 13 22 30110 5329278 1.61 7.37 22 29233 5469579 1.6 9.65 16 28165 5537580 1.61 7.4 20 27853 5540281 1.6 7.33 19 29139 5680782 1.62 9.44 24 33071 5263483 1.6 9.44 28 34848 5537584 1.63 20 21 28850 5600085 1.63 20 19 29500 5700086 1.61 9 21 29000 5120087 1.5 10 24 28000 4810088 1.23 5 19 25000 4810089 1.14 4 29 24480 5496090 1.12 4 24 24900 5638791 1.81 10 25 33000 5242092 1.851 7.38 24 28434 5121793 1.51 7.4 23 32764 5416794 1.02 4 18 35000 5580095 0.99 4.06 31 26027 4899296 0.92 3.9 33.3 25617 4748397 0.987 3.93 27.8 34374 5136598 0.974 3.89 2.72 32210 5006699 0.974 3.89 2.8 30197 51805100 0.565 2.26 23.5 33805 50618101 0.565 2.26 11 36896 52333102 0.565 2.28 26.3 34623 51655103 0.565 2.28 33306 49162104 0.56 2.28 30 34943 51854105 0.565 2.28 30 35600 52353106 0.566 2.29 26.6 39546 51271107 0.567 2.29 27 39306 51980108 0.567 2.22 27 31683 49505109 0.567 2.3 23.8 32871 50396110 0.567 2.25 27.8 36831 51485111 0.562 2.25 20.9 38291 50181112 2 7 23 31786 55014113 2 8 21 27507 49662114 2 8 21 17627 51193115 2 9 28 28118 49360