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

161Table A.4 (continued) Summary of Wrought Iron Bar Tensile Strength, Elastic Limit(Yield Strength) Data of 959 Specimens Reported by Beardslee1.50 M 17 96,331 54,5401.50 C 4 97,857 55,404 34,7701.50 E 1 97,877 55,415 32,8691.50 M 20 96,819 54,816 34,7161.50 Px 2 96,003 54,354 34,6171.50 M 27 95,545 54,095 35,5441.50 E 1 96,338 54,544 33,0271.50 P 1 96,911 54,868 29,6361.50 M 20 94,516 53,5121.50 M 23 93,507 52,9411.50 Fx3 2 93,292 52,819 34,8401.50 Fx1 5 94,478 53,491 34,3071.50 M 4 94,592 53,555 34,9011.50 N 2 93,081 52,700 34,6901.50 C 1 92,661 52,462 35,8801.50 H 1 92,119 52,155 29,9921.50 D 1 91,640 51,884 27,7081.50 A 2 91,834 51,994 28,7941.50 F 2 89,936 50,919 32,0541.50 O 1 90,884 51,456 32,3121.50 F 5 90,928 51,481 34,5911.50 Fx2 3 90,162 51,047 34,9171.50 J 1 90,162 51,0471.50 M 1 87,062 49,292 32,5971.63 N 2 116,795 56,344 35,8891.63 K 4 118,428 57,132 35,0261.63 M 10 118,988 57,402 35,7011.63 P 2 115,323 55,634 33,5221.63 C 4 116,552 56,227 33,2071.63 Px 2 113,364 54,689 33,4271.63 A 2 112,628 54,334 32,1631.63 D 1 111,304 53,695 30,0871.63 Fx3 2 110,566 53,339 33,5401.63 T 5 110,976 53,537 34,3351.63 D 1 111,136 53,614 30,6641.63 J 1 109,341 52,7481.63 E 1 109,190 52,675 33,7451.63 Fx2 3 110,771 53,438 35,8701.63 H 1 108,441 52,314 29,3641.63 E 1 107,678 51,946 27,6951.63 O 1 108,622 52,401 34,0121.63 F 2 108,128 52,163 33,9071.63 G 1 106,142 51,205 33,3181.63 F 2 104,741 50,529 35,3901.63 F 5 105,655 50,970 33,6251.63 C 1 101,634 49,030 31,0991.69 K 1 126,513 56,595 38,310