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 ...
170Table 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)391 0.5 2.92 45 NA 55428392 0.5 2 NA 64837393 0.5 2.15 52 NA 52649394 0.5 2.15 55 NA 64431395 0.5 2.15 57 NA 60461396 0.5 2.15 45 NA 63246397 0.5 2.15 47 NA 51257398 0.5 2.15 50 NA 55400399 0.5 2.1 18.7 NA 56540400 0.5 2 21.2 NA 55555401 0.5 2.65 16 NA 55791402 0.5 2.47 20.2 NA 54849403 0.5 2.45 16.3 NA 56216404 0.5 2.45 21.2 NA 49920405 0.5 1.99 24.6 NA 58333406 0.5 2.25 25.3 NA 52705407 0.5 2 21.2 NA 56467408 0.5 1.98 21.8 NA 59132409 0.5 1.85 17.6 NA 55311410 2 22 18.2 28567 51146411 1.625 22 20 27816 51459412 1.75 20 21.2 27817 52699413 1.625 19 19.7 30087 53695414 1.5 18 18.9 27708 52155415 1.423 16 18.7 31676 54949416 1.25 14 14.2 28166 55550417 1.125 10 19.8 29476 54687418 2 9 NA NA 46151419 1.625 9.25 23.2 32074 53100420 1.75 9 17.2 31892 53472421 1.625 9 16.2 30664 53614422 1.5 8.5 22.7 32496 56505423 1.425 7.55 24 62152 58021424 1.25 7 17.6 31996 57979425 1.125 6.5 20.5 33597 59582426 1 6 26.1 33486 61115428 2 10.75 7.5 33068 49146429 2 3.2 18.8 32071 48585430 2 3.2 13.4 30066 46624431 1.825 3.2 28.1 29866 47850
171Table 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)432 1.825 3.18 16.7 33464 46624433 1.75 3.2 29.7 30060 48300434 1.75 3.18 28.6 32071 47850435 1.625 2.25 22.2 38862 52030436 1.625 2.27 21.1 34823 51435437 1.5 2.28 25.2 33322 49209438 1.5 2.28 25.63 31910 49758439 1.25 2.25 32.4 36821 51635440 1.25 2.25 28 36845 51034441 1.125 2.25 33.3 32022 49734442 1.125 2.25 30.2 30020 50334443 1 4.4 28.4 36129 52701444 1 4.43 24.1 35495 52715445 1 4.03 31.5 37330 55377446 1 3.9 28.9 32544 52769447 1 3.75 26.4 33830 51625448 1 3.65 31.2 33838 51848449 1 3.63 31.7 34913 53453450 2 6 26.5 24050 49768451 2 6 41.3 23574 49735452 1.9375 10 19.7 27087 49095453 1.9375 8 28 27010 48726454 1.825 11 18 33183 49512455 1.825 7.5 26 29934 51367456 1.8125 10 25.4 27700 51499457 1.8125 5 33.2 32990 51895458 1.75 11 18.1 29748 51233459 1.75 7 16.1 30222 49419460 1.625 10 16.7 27268 51127461 1.625 5.5 30 32279 50385462 1.5 6 27 32472 52156463 1.5 5 31.2 33681 53347464 1.375 6.5 25.2 33422 58296465 1.25 5.75 1.4 34188 43040466 1.125 7.25 0.7 37088 50045467 1 6 56.7 36960 56541468 1.375 6.5 9.7 35026 57486469 1.25 5.5 9.8 33740 53952470 1.125 7 17 33495 54000471 1 5.75 6 37694 60947
- 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 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 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
- 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
171Table 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)432 1.825 3.18 16.7 33464 46624433 1.75 3.2 29.7 30060 48300434 1.75 3.18 28.6 32071 47850435 1.625 2.25 22.2 38862 52030436 1.625 2.27 21.1 34823 51435437 1.5 2.28 25.2 33322 49209438 1.5 2.28 25.63 31910 49758439 1.25 2.25 32.4 36821 51635440 1.25 2.25 28 36845 51034441 1.125 2.25 33.3 32022 49734442 1.125 2.25 30.2 30020 50334443 1 4.4 28.4 36129 52701444 1 4.43 24.1 35495 52715445 1 4.03 31.5 37330 55377446 1 3.9 28.9 32544 52769447 1 3.75 26.4 33830 51625448 1 3.65 31.2 33838 51848449 1 3.63 31.7 34913 53453450 2 6 26.5 24050 49768451 2 6 41.3 23574 49735452 1.9375 10 19.7 27087 49095453 1.9375 8 28 27010 48726454 1.825 11 18 33183 49512455 1.825 7.5 26 29934 51367456 1.8125 10 25.4 27700 51499457 1.8125 5 33.2 32990 51895458 1.75 11 18.1 29748 51233459 1.75 7 16.1 30222 49419460 1.625 10 16.7 27268 51127461 1.625 5.5 30 32279 50385462 1.5 6 27 32472 52156463 1.5 5 31.2 33681 53347464 1.375 6.5 25.2 33422 58296465 1.25 5.75 1.4 34188 43040466 1.125 7.25 0.7 37088 50045467 1 6 56.7 36960 56541468 1.375 6.5 9.7 35026 57486469 1.25 5.5 9.8 33740 53952470 1.125 7 17 33495 54000471 1 5.75 6 37694 60947
Change language