Evaluation and Repair of Wrought Iron and - Purdue e-Pubs ...

167Table 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)157 1.75 9 23.6 29210 50960158 1.875 12 21 29741 51200159 1.875 12 23.5 27765 50508160 2 12 19.7 30709 51402161 2 12 23.5 30225 50828162 2.125 12 17 30459 48382163 1.4375 27 15.9 NA 54892164 1.4375 27 NA NA 54773165 1.4375 27 NA NA 54773166 1.4375 27 NA NA 54773167 1.6875 27 15 NA 54181168 1.6875 27 NA NA 53183169 1.6875 27 NA NA 53183170 1.6875 27 NA NA 53183171 1.8125 27 16.6 NA 55294172 1.8125 27 NA NA 52217173 1.8125 27 NA NA 52217174 1.8125 27 NA NA 52217175 1.4375 27 16.2 32655 51756176 1.5 27 13 35880 52700177 1.625 27 15.7 31099 49030178 1.6875 27 15.7 30852 50312179 1.75 27 15 33184 49821180 1.8125 27 13.9 30814 50969181 1.4375 27 13.9 32542 53994182 1.4375 27 NA NA 51936183 1.4375 27 NA NA 51936184 1.4375 27 NA NA 51936185 1.5 27 14.4 33027 54544186 1.5 27 NA NA 51200187 1.5 27 NA NA 51200188 1.5 27 NA NA 51200189 1.675 27 13 33745 52675190 1.675 27 NA NA 52800191 1.675 27 NA NA 52800192 1.675 27 NA NA 52800193 1.6875 27 11.1 33549 52120194 1.6875 27 NA NA 53000195 1.6875 27 NA NA 53000196 1.6875 27 NA NA 53000