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

170Table 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)391 0.5 2.92 45 NA 55428392 0.5 2 NA 64837393 0.5 2.15 52 NA 52649394 0.5 2.15 55 NA 64431395 0.5 2.15 57 NA 60461396 0.5 2.15 45 NA 63246397 0.5 2.15 47 NA 51257398 0.5 2.15 50 NA 55400399 0.5 2.1 18.7 NA 56540400 0.5 2 21.2 NA 55555401 0.5 2.65 16 NA 55791402 0.5 2.47 20.2 NA 54849403 0.5 2.45 16.3 NA 56216404 0.5 2.45 21.2 NA 49920405 0.5 1.99 24.6 NA 58333406 0.5 2.25 25.3 NA 52705407 0.5 2 21.2 NA 56467408 0.5 1.98 21.8 NA 59132409 0.5 1.85 17.6 NA 55311410 2 22 18.2 28567 51146411 1.625 22 20 27816 51459412 1.75 20 21.2 27817 52699413 1.625 19 19.7 30087 53695414 1.5 18 18.9 27708 52155415 1.423 16 18.7 31676 54949416 1.25 14 14.2 28166 55550417 1.125 10 19.8 29476 54687418 2 9 NA NA 46151419 1.625 9.25 23.2 32074 53100420 1.75 9 17.2 31892 53472421 1.625 9 16.2 30664 53614422 1.5 8.5 22.7 32496 56505423 1.425 7.55 24 62152 58021424 1.25 7 17.6 31996 57979425 1.125 6.5 20.5 33597 59582426 1 6 26.1 33486 61115428 2 10.75 7.5 33068 49146429 2 3.2 18.8 32071 48585430 2 3.2 13.4 30066 46624431 1.825 3.2 28.1 29866 47850