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 ...
162Table A.4 (continued) Summary of Wrought Iron Bar Tensile Strength, Elastic Limit(Yield Strength) Data of 959 Specimens Reported by Beardslee1.69 B 1 121,117 54,1811.69 J 1 120,967 54,1141.69 B 3 118,242 52,895 33,1451.69 E 1 116,510 52,120 35,5491.69 G 1 129,182 57,789 34,1601.69 C 1 111,370 49,821 33,1841.75 K 1 139,133 57,8741.75 P 2 130,329 54,212 33,9081.75 C 5 130,805 54,410 31,3541.75 P 2 127,040 52,844 33,8421.75 F 5 129,449 53,846 36,5731.75 J 1 129,339 53,800 27,8561.75 M 2 132,267 55,018 34,2831.75 D 1 128,550 53,472 31,8021.75 K 1 128,050 53,2641.75 D 1 126,692 52,699 27,8171.75 F 2 127,786 53,154 35,3231.75 E 1 124,064 51,606 26,5411.75 A 2 123,831 51,509 29,4041.75 F 1 121,862 50,690 32,2291.75 G 1 121,153 50,395 36,2541.75 C 1 120,953 50,312 30,8521.75 F 2 121,518 50,547 35,9541.75 F 3 125,766 52,314 35,3201.75 E 1 119,761 49,816 31,2141.75 F 5 119,573 49,738 28,9071.75 O 1 120,513 50,129 32,2711.81 K 1 145,903 56,5771.81 B 4 138,368 53,6551.81 C 1 131,441 50,969 30,8141.81 G 1 129,742 50,310 33,5651.81 E 1 129,734 50,307 29,7671.81 J 1 126,242 48,9531.88 K 2 148,484 53,803 31,0311.88 C 1 150,261 54,447 32,3341.88 D 1 146,544 53,100 32,0741.88 M 1 149,038 54,004 33,6101.88 F 5 145,923 52,875 35,6411.88 F 2 147,264 53,361 35,0321.88 P 2 144,901 52,505 32,3121.88 E 2 140,417 50,880 27,1001.88 D 1 142,015 51,459 27,8161.88 P 2 142,851 51,762 32,2611.88 , 2 138,990 50,3631.88 A 2 139,600 50,584 28,7131.88 F 2 140,856 51,039 33,0671.88 F 3 141,187 51,159 33,9701.88 F 2 137,282 49,744 35,6151.88 F 3 136,208 49,355 32,8551.88 F 2 134,318 48,670 23,2501.88 O 1 131,028 47,478 30,8421.94 M 2 151,684 51,474
163Table A.5 Detailed Investigation of the Strength of Wrought Iron Bars Part II, Reportedby Beardslee(includes Elastic Limit, Tensile Strength, and Percent Elongation per original length)Test Diameter Length Percent Elongation Elastic Limit Tensile LimitNumber (in) (in) (per original length) (psi) (psi)1 0.874 3.5 24.9 31172 509252 0.875 3.5 28 31598 514703 0.875 3.5 25.7 31598 506404 0.872 3.5 13.3 39080 481415 0.875 3.5 11.7 34256 505276 0.976 3.5 16 34092 511397 0.976 3.9 26.7 27466 480488 0.976 3.9 22.3 35204 523399 0.976 3.9 23.6 32578 519581 0.976 3.92 25 28338 4637811 0.976 3.92 29.1 34521 5376212 0.976 3.88 22.2 32181 5165713 0.976 0.9 26 31977 5379614 0.976 3.9 16.7 37423 5463115 0.976 3.9 26.4 29404 4965216 0.976 3.92 21.2 33519 5078817 0.976 3.92 28 32649 5078818 0.976 3.92 28 34621 5269319 0.976 3.87 2864 495192 0.964 3.9 29 30141 5007521 0.964 3.9 3.8 33646 5095822 0.976 3.92 27.6 23559 4758023 0.976 3.92 28.3 27402 5192424 0.565 3.92 31.1 26467 5149025 0.564 2.27 27.3 35500 5325026 0.56 2.26 23.8 33623 5614527 0.564 2.26 3.5 33008 5221328 0.564 2.23 3.9 26821 4713829 0.564 2.23 3.9 37270 529223 0.564 2.28 32 34327 5254231 0.565 2.27 23.3 33075 5005932 0.565 2.26 27.9 3893 5843633 0.565 2.27 22.5 35400 5574334 0.565 2.23 26.6 29916 4716835 0.564 2.23 16.6 41484 53949
- Page 132 and 133: 112Figure 4.21 Cleavage Fracture of
- Page 134 and 135: Figure 4.25 Elongation of Hole in E
- Page 136 and 137: 116signs on or near the bridge that
- Page 138 and 139: 118testing of historic wrought iron
- Page 140 and 141: 120so that they would act in symmet
- 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 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 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
162Table A.4 (continued) Summary <strong>of</strong> <strong>Wrought</strong> <strong>Iron</strong> Bar Tensile Strength, Elastic Limit(Yield Strength) Data <strong>of</strong> 959 Specimens Reported by Beardslee1.69 B 1 121,117 54,1811.69 J 1 120,967 54,1141.69 B 3 118,242 52,895 33,1451.69 E 1 116,510 52,120 35,5491.69 G 1 129,182 57,789 34,1601.69 C 1 111,370 49,821 33,1841.75 K 1 139,133 57,8741.75 P 2 130,329 54,212 33,9081.75 C 5 130,805 54,410 31,3541.75 P 2 127,040 52,844 33,8421.75 F 5 129,449 53,846 36,5731.75 J 1 129,339 53,800 27,8561.75 M 2 132,267 55,018 34,2831.75 D 1 128,550 53,472 31,8021.75 K 1 128,050 53,2641.75 D 1 126,692 52,699 27,8171.75 F 2 127,786 53,154 35,3231.75 E 1 124,064 51,606 26,5411.75 A 2 123,831 51,509 29,4041.75 F 1 121,862 50,690 32,2291.75 G 1 121,153 50,395 36,2541.75 C 1 120,953 50,312 30,8521.75 F 2 121,518 50,547 35,9541.75 F 3 125,766 52,314 35,3201.75 E 1 119,761 49,816 31,2141.75 F 5 119,573 49,738 28,9071.75 O 1 120,513 50,129 32,2711.81 K 1 145,903 56,5771.81 B 4 138,368 53,6551.81 C 1 131,441 50,969 30,8141.81 G 1 129,742 50,310 33,5651.81 E 1 129,734 50,307 29,7671.81 J 1 126,242 48,9531.88 K 2 148,484 53,803 31,0311.88 C 1 150,261 54,447 32,3341.88 D 1 146,544 53,100 32,0741.88 M 1 149,038 54,004 33,6101.88 F 5 145,923 52,875 35,6411.88 F 2 147,264 53,361 35,0321.88 P 2 144,901 52,505 32,3121.88 E 2 140,417 50,880 27,1001.88 D 1 142,015 51,459 27,8161.88 P 2 142,851 51,762 32,2611.88 , 2 138,990 50,3631.88 A 2 139,600 50,584 28,7131.88 F 2 140,856 51,039 33,0671.88 F 3 141,187 51,159 33,9701.88 F 2 137,282 49,744 35,6151.88 F 3 136,208 49,355 32,8551.88 F 2 134,318 48,670 23,2501.88 O 1 131,028 47,478 30,8421.94 M 2 151,684 51,474
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