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 ...
176Table 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)632 0.5 2.5 28 33725 50728633 0.552 2.72 28.6 36982 49726634 0.554 2.77 29.6 32054 50197635 0.601 2.97 31.6 37102 49087636 0.601 2.99 20 38646 49351637 0.654 3.25 31.1 28575 49118638 0.653 3.21 29.8 38818 49641639 0.653 3.2 29.6 38444 46865640 0.725 3.63 28.1 34934 49539641 0.728 3.62 31.2 38437 46250642 0.726 3.55 31718 49676643 0.8 4 30.2 37996 49437644 0.801 3.97 29.7 39687 49314645 0.805 4.04 30.4 35790 49710646 0.8 4.1 30.5 33819 49736647 0.875 4.3 29.5 NA 48559648 0.875 4.3 29.5 26110 48560649 0.875 3.85 32.5 25364 49225650 0.874 4.37 29.4 320505 48922651 1.01 5 29 32676 48308652 1.19 5.88 30.8 35790 48473653 1 4.93 31 35790 46982654 1 4.89 31.2 29284 47301657 0.5 2.46 26 32340 50178658 0.5 2.4 29.1 32300 50178659 0.5 2.41 28.2 31991 50165660 0.552 2.73 31.1 37401 49935661 0.55 2.73 29.6 26826 49877662 0.53 2.72 31.3 31224 49962663 0.55 2.68 25.5 32302 50825664 0.601 2.93 32.4 41067 49175665 0.603 3 32.1 NA 49024666 0.602 2.99 32.1 38386 48853667 0.654 3.26 27.6 37806 49267668 0.653 3.22 28.4 32323 49865669 0.653 3.25 28.2 29859 50015670 0.725 3.62 29 36350 50143671 0.726 3.6 26.9 32466 49676672 0.727 3.6 28.5 31588 49867673 0.801 4.01 30.2 37497 49266
177Table 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)674 0.8 4.05 29.9 34615 49438675 0.876 4.36 28.2 39741 48531676 0.875 4.31 29.4 36587 48809677 0.802 4.01 27.5 29693 48597678 1.004 4.96 31.2 34408 46862679 1.01 5 29.2 38192 51422680 1.01 5 27 39940 52420681 1.13 8 24.5 35493 49850682 1.13 8 23.7 35493 50448683 1.25 9 13.6 39608 52485684 1.25 9 21.7 39608 52974685 1.38 10 20.8 39037 52406686 1.38 10 17.5 39170 52272687 1.5 13 23.9 34522 50367688 1.5 13 25 35653 51273689 1.62 13 23 34934 49684690 1.61 13 25.5 35854 51375691 1.74 13 27 35996 50464692 1.74 13 25.5 35912 50630693 1.87 13 19.1 36416 49380694 1.87 13 25.5 34818 50109695 2.01 13 NA 35297 47777696 2.01 13 NA 36432 47967697 2.24 37.5 20 31059 48112698 2.24 37.5 20.4 31415 48898699 2.09 11 26.7 32002 48965700 2.1 12 27 31931 49364701 2.5 37.5 20.5 30456 47507702 2.5 37.5 20.6 29060 47181703 2.34 14 17.9 28644 48407704 2.38 14 16 29220 48550705 0.504 2.57 22.5 38596 51128706 0.502 2.43 22.8 0.7771 50530707 0.552 2.67 22.8 40534 49709708 0.601 2.96 17.8 NA 48819709 0.65 3.18 23.9 36467 51838710 0.727 3.64 23.7 34208 49144711 0.802 3.97 23.9 38992 48792712 0.877 4.19 24.1 37042 49370713 1.055 4.99 NA 31892 48280
- 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 194 and 195: 174Table 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
176Table 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)632 0.5 2.5 28 33725 50728633 0.552 2.72 28.6 36982 49726634 0.554 2.77 29.6 32054 50197635 0.601 2.97 31.6 37102 49087636 0.601 2.99 20 38646 49351637 0.654 3.25 31.1 28575 49118638 0.653 3.21 29.8 38818 49641639 0.653 3.2 29.6 38444 46865640 0.725 3.63 28.1 34934 49539641 0.728 3.62 31.2 38437 46250642 0.726 3.55 31718 49676643 0.8 4 30.2 37996 49437644 0.801 3.97 29.7 39687 49314645 0.805 4.04 30.4 35790 49710646 0.8 4.1 30.5 33819 49736647 0.875 4.3 29.5 NA 48559648 0.875 4.3 29.5 26110 48560649 0.875 3.85 32.5 25364 49225650 0.874 4.37 29.4 320505 48922651 1.01 5 29 32676 48308652 1.19 5.88 30.8 35790 48473653 1 4.93 31 35790 46982654 1 4.89 31.2 29284 47301657 0.5 2.46 26 32340 50178658 0.5 2.4 29.1 32300 50178659 0.5 2.41 28.2 31991 50165660 0.552 2.73 31.1 37401 49935661 0.55 2.73 29.6 26826 49877662 0.53 2.72 31.3 31224 49962663 0.55 2.68 25.5 32302 50825664 0.601 2.93 32.4 41067 49175665 0.603 3 32.1 NA 49024666 0.602 2.99 32.1 38386 48853667 0.654 3.26 27.6 37806 49267668 0.653 3.22 28.4 32323 49865669 0.653 3.25 28.2 29859 50015670 0.725 3.62 29 36350 50143671 0.726 3.6 26.9 32466 49676672 0.727 3.6 28.5 31588 49867673 0.801 4.01 30.2 37497 49266
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