 | John Alexander Low Waddell - 1906 - 1078 Seiten
...computing bridge stresses is a simple reference to Professor Eddy's elaborate paper entitled, " A \ew Graphical Solution of the Problem: What Position a...Concentrated Loads must have in order to cause the Greatest Stresses in any given part of a Bridge Truss or Girder," published in the Transactions of the American... | |
 | Mansfield Merriman, Henry Sylvester Jacoby - 1917 - 330 Seiten
...Loading. Ward Baldwin. Eng. News, v. 22, p. 295, Sept. 28, 1889; RR Gaz., v. 34, p. 317, May 2, 1902. New Graphical Solution of the Problem, What Position a...Stress in any given Part of a Bridge Truss or Girder. Henry T. Eddy. Trans. Am. Soc. CE, v. 22, p. 259, May, 1890. Graphical Determination of Wind Stresses... | |
 | American Society of Civil Engineers - 1899 - 502 Seiten
...Actual Concentrated Loads," by George F. Swain. Transactions, Am. Soc. CE, Vol. xvii (1887). "A New Graphical Solution of the Problem, What Position a...Stress in Any Given Part of a Bridge Truss or Girder," by Henry T. Eddy. Transactions, Am. Soc. CE, Vol. xxii (1890). t The general formula expressing this... | |
 | American Society of Civil Engineers - 1890 - 564 Seiten
...190, 192 ; Declines Nomination as Director, 190. NAYLOB, EZRA BOOTH.— Admitted as Junior, 169. " New Graphical Solution of the Problem, What Position a...Loads must have, in order to cause the Greatest Stress on any given part of a Bridge Truss or Girders, " by HENRY T. EDDY, 123. New York Steam Company Plant,... | |
| |
New Graphical Solution of the Problem, What Position a Train of Concentrated Loads Must Have in Order to Cause the Greatest Stress in Any Given Part of a Bridge Truss or Girder, 