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

172Table 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)472 1.375 2.98 32.1 26526 50267473 1 2.45 35.4 30799 54608474 1.375 3.02 36.3 26526 49515475 1 2.55 30.2 30431 51949476 1.15 5 29.2 33549 53097477 1.09 6 26.3 28086 53497478 1.26 4 29.2 22712 53836479 1.17 6 27 23306 52254480 1.39 6 29.3 25930 51843481 1.35 6 27 30181 55415482 1.5 4 32.7 32869 55409483 1.44 6 35 29591 51940484 1.63 5 30.4 27695 50844485 1.54 6 24 27110 51606486 1.75 8 24.5 26541 51740487 1.64 8 28.7 27722 50880488 1.89 9 27.4 27156 49044489 1.87 10 23.5 25445 49088490 0.976 3.9 31.3 27667 50458491 0.976 3.9 26.9 28071 49054492 0.976 3.9 33.3 27147 49225493 0.976 3.9 28.2 27077 48199494 0.976 3.9 26.9 25395 48399495 0.976 3.9 30 25997 49709496 0.976 3.9 28.4 26732 48152497 0.976 3.9 30 26231 51818498 2.03 6 29.4 27318 51818499 1.12 13.5 25.3 32640 53800500 1.12 13.5 22.2 34180 53978501 1.25 15.5 20.2 32469 53211502 1.25 15.5 22 31687 21730503 1.38 16.5 22.5 32346 51347504 1.38 16.5 20.7 31639 51245505 1.5 17.5 14.7 31511 51612506 1.5 17.5 8.6 32597 52375507 1.62 19 14.3 33766 51698508 1.62 19 17.4 34048 52629509 1.75 18 20.4 32329 50291510 1.75 18 22.5 32130 51089511 1.88 20 20.1 32508 50902