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 ...
174Table 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)552 0.897 3.54 27.7 33389 51073553 0.892 3.58 29.36 34245 51887554 0.892 3.58 28.5 35205 51667555 0.564 2.25 0.7 36725 53530556 0.564 2.25 1.1 37625 53036557 0.564 2.19 32.4 32022 51036558 0.566 2.26 30 33684 51470559 0.564 2.25 31.1 37625 53036560 0.564 2.27 30 34075 50840561 0.565 2.27 30.4 34501 50275562 0.567 2.26 26.5 35645 49705563 0.565 2.2 31.4 33205 51454564 0.565 2.27 31.7 35890 51154565 0.566 2.18 34.4 34739 51371566 0.564 2.23 30.9 34023 51235567 0.804 3.19 31.3 35454 50717568 0.79 3.19 28.8 34683 50342569 0.799 3.13 30.9 35899 20171570 0.803 3.13 32.9 35543 51734571 0.798 3.14 30.2 31991 49586572 0.8 3.06 33 27852 49786573 0.99 5 22.8 31826 51963574 0.99 5 26.4 32216 51312575 0.99 5 24.8 32475 53260576 0.99 5 21.6 32475 54299577 0.99 6 20.3 32346 53260578 1.1 7 25.3 31579 52631579 1.1 7 25.4 31368 51579580 1.1 6.75 24.4 32831 52720581 1.1 6.75 24.9 32421 51773582 1.1 7.5 20.6 31894 52631583 1.23 7 19.5 31986 51346584 1.23 7 15.5 33670 52609585 1.23 7 14 34511 55134586 1.23 5.5 31.6 32823 31346587 1.24 6 17 33123 52666588 1.38 8 21 35427 52550589 1.38 8 16.8 36764 52489590 1.38 8.25 24.2 33763 51347591 1.38 7 21.8 32092 53286
175Table A.5 (continued) Detailed Investigation of the Strength ofWrought Iron Bars Part II, Reported by BeardsleeTest Diameter Length Percent Elongation Elastic Limit Tensile LimitNumber (in) (in) (per original length) (psi) (psi)592 1.38 7 20.9 34298 51013593 1.5 9 22 35993 50993594 1.5 9 27 35936 51499595 1.5 7.5 24.6 33105 50820596 1.5 9 35.6 33331 52572597 1.625 6 22.6 34978 21590598 1.625 6 27.3 36499 51109599 1.625 9.75 23.9 32635 50782600 1.625 9 24.4 32779 50830601 1.625 10 25.9 33236 50538602 1.73 8 24 29987 49553603 1.73 8 25.2 29561 49553604 1.74 7 25.7 29859 49831605 1.74 7.2 26.4 24852 49287606 1.74 10 30.5 30278 50464607 1.86 11 20.9 23408 48943608 1.86 11 23.6 23187 48398609 1.87 10 26.3 33711 48948610 1.87 9 21.4 33861 49517611 1.86 9 23.5 31593 49499612 2 12 23 27021 47581613 2 12 23.5 27371 48058614 2 12 23.5 27307 47099615 2 10 24.5 30844 47428616 2 10 22.5 31417 47682617 0.95 5 28 32798 52810618 0.99 6.75 23.7 33762 51675619 1.13 5.5 22.2 33300 51949620 1.3 7 21.1 30212 50403621 1.4 7.5 25.3 32675 50709622 1.55 9 23.9 31400 49605623 1.61 7.2 26.5 34482 50201624 1.71 8.6 24 33972 49682625 1.87 8.65 23.9 31166 48170626 0.502 2.5 25.2 41940 51823627 0.504 2.58 NA 37844 50877628 0.503 2.35 30.1 36739 51205629 0.503 2.25 30.8 37493 51708630 0.503 2.32 NA 33866 51675631 0.5 2.55 NA 32742 50165
- 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 192 and 193: 172Table 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
174Table 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)552 0.897 3.54 27.7 33389 51073553 0.892 3.58 29.36 34245 51887554 0.892 3.58 28.5 35205 51667555 0.564 2.25 0.7 36725 53530556 0.564 2.25 1.1 37625 53036557 0.564 2.19 32.4 32022 51036558 0.566 2.26 30 33684 51470559 0.564 2.25 31.1 37625 53036560 0.564 2.27 30 34075 50840561 0.565 2.27 30.4 34501 50275562 0.567 2.26 26.5 35645 49705563 0.565 2.2 31.4 33205 51454564 0.565 2.27 31.7 35890 51154565 0.566 2.18 34.4 34739 51371566 0.564 2.23 30.9 34023 51235567 0.804 3.19 31.3 35454 50717568 0.79 3.19 28.8 34683 50342569 0.799 3.13 30.9 35899 20171570 0.803 3.13 32.9 35543 51734571 0.798 3.14 30.2 31991 49586572 0.8 3.06 33 27852 49786573 0.99 5 22.8 31826 51963574 0.99 5 26.4 32216 51312575 0.99 5 24.8 32475 53260576 0.99 5 21.6 32475 54299577 0.99 6 20.3 32346 53260578 1.1 7 25.3 31579 52631579 1.1 7 25.4 31368 51579580 1.1 6.75 24.4 32831 52720581 1.1 6.75 24.9 32421 51773582 1.1 7.5 20.6 31894 52631583 1.23 7 19.5 31986 51346584 1.23 7 15.5 33670 52609585 1.23 7 14 34511 55134586 1.23 5.5 31.6 32823 31346587 1.24 6 17 33123 52666588 1.38 8 21 35427 52550589 1.38 8 16.8 36764 52489590 1.38 8.25 24.2 33763 51347591 1.38 7 21.8 32092 53286
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