Evaluation and Repair of Wrought Iron and - Purdue e-Pubs ...
Evaluation and Repair of Wrought Iron and - Purdue e-Pubs ... 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
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
- Page 142 and 143: 122The reasons for the differences
- Page 144 and 145: 124The second corrosion pattern mod
- Page 146 and 147: 126Keating (1984) stated that the s
- Page 148 and 149: 128charcoal fire until it is red ho
- Page 150 and 151: 130Figure 5.3 Picture of Bottom Cho
- Page 152 and 153: 132Figure 5.7 Using Force After Usi
- Page 154 and 155: 134Figure 5.11 Reassembling a Pin C
- Page 156 and 157: 1366. SUMMARY, CONCLUSIONS AND IMPL
- Page 158 and 159: 138rectangular in shape. These eyeb
- Page 160 and 161: 140were joined together with a full
- Page 162 and 163: 1424. The Charpy impact energy of t
- Page 164 and 165: 144connections are unsymmetrical, i
- Page 166 and 167: 146LIST OF REFERENCESAASHTO (1998).
- Page 168 and 169: 148Hodgkinson, Eaton (1840). Experi
- Page 170 and 171: 150Appendix A. Data Collected From
- Page 172 and 173: 152Table A.1 Wrought Iron Bar Tensi
- Page 174 and 175: 154Table A.1 (continued) Wrought Ir
- Page 176 and 177: 156Table A.2 (continued) Wrought Ir
- Page 178 and 179: 158Table A.3 Wrought Iron Angle Ten
- Page 180 and 181: 160Table A.4 (continued) Summary of
- Page 182 and 183: 162Table A.4 (continued) Summary of
- Page 184 and 185: 164Table A.5 (continued) Detailed I
- Page 186 and 187: 166Table A.5 (continued) Detailed I
- Page 188 and 189: 168Table A.5 (continued) Detailed I
- Page 190 and 191: 170Table A.5 (continued) Detailed I
- Page 194 and 195: 174Table A.5 (continued) Detailed I
- Page 196 and 197: 176Table A.5 (continued) Detailed I
- Page 198 and 199: 178Table A.5 (continued) Detailed I
- Page 200 and 201: 180Table A.5 (continued) Detailed I
- Page 202 and 203: 182Table A.5 (continued) Detailed I
- Page 204 and 205: 184Table A.7 Tensile Strength Data
- Page 206 and 207: 186Table B.1 Example Historic Wroug
- Page 208 and 209: 188DepartmentofTransportationIf you
- Page 210 and 211: 190CountyIf your organizationdoes m
- Page 212 and 213: 192County 16: County bridge inspect
- Page 214 and 215: 194State 13: Included in original d
- Page 216 and 217: 196Figure C.1 Diagrams Showing Loca
- Page 218 and 219: 198Figure C.3 Heating of Eyebar fro
- Page 220 and 221: 200Figure C.7 Double V Butt Joint u
- Page 222 and 223: 202Figure C. 11 Welded Tensile Coup
- Page 224 and 225: 204Figure C.15 Tensile Coupon from
- Page 226 and 227: 206Figure C.19 Cooling Bath with Su
- Page 228 and 229: 208Figure C.23 Side View of Eyebar
- Page 230 and 231: 210Figure C.27 Eyebar End Connectio
- Page 232 and 233: 212Appendix D. Welding Procedure fo
- Page 234 and 235: 214D.2 Filler Weld for Eyebar Conne
- Page 236 and 237: 216Figure D.1 Weld Joint Detail Use
- Page 238 and 239: Figure D.5 Completed Weld Before Su
- Page 240 and 241: 220Figure D.7 Initial Pass Pattern
172Table A.5 (continued) Detailed Investigation <strong>of</strong> the Strength <strong>of</strong> <strong>Wrought</strong> <strong>Iron</strong> 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