﻿12 Popple WELL, Uniform Stress and Permanent Strain. 



Table VI. — Bar of mild steel similar in all respects 

 to the last. No. 6. 



Z= 2*021 ins. <?= 0*999 in. 



Side measurements, k = 0*268. End measurements, k = 0*264. 



w 



e 



p 



C 



e 



P 



C 



i l8*2 



! 



0*0206 



22731 



64"34 









20*2 

 22'2 



0-0275 



25-038 



65'52 



0-0230 



25 ,J 54 



68-09 



0-0375 



27-234 



65-63 



0*0300 



27-448 



69-26 



| 24*2 



0*0492 



29-323 



65-72 



0-0390 



29-635 



69-79 



31-2 



0-1138 



35* 2 54 



63-17 



0-0870 



36-308 



69*26 











o'ii8o 



38-442 



67-58 



Mean value of C= 



64*87 



= 



68-77 



