Scientific American Supplement, No. 595, May 28, 1887 by Various
page 38 of 135 (28%)
page 38 of 135 (28%)
![]() | ![]() |
|
Lb. per sq. in. Gileppe (Verviers). 88 Furens (St. Etienne). 93 Puentes. 112 De Ban. 113 St. Chamond. 114 Alicante. 154 Hamiz (Algeria)--failed. 157 Habra (Algeria)--failed. 185 A diagram comparing the section derived from Molesworth's formula and those of Furens, Gileppe, Vyrnwy, and Quaker Bridge, is given at Fig. 20, the limit of pressure assumed for the masonry being 93 lb. per square inch, which is that of the Furens, the Gileppe being 88. * * * * * NEW DREDGING MACHINERY. We illustrate the new dredger Ajax, recently built for Mr. Geo. F. Smith, of Stockton, Cal. The dredger has now been working for two weeks at Wakefield, and, we are informed, is giving entire satisfaction; having been repeatedly timed to be discharging clay at the rate of 220 cubic yards per hour. |
|