Engineering and Contracting . •??-2j—-----/5i--~- (d)SECTiON B-BZ , (b)PLAN Fig. 3. Plan and Elevations of Anchorage for Tower Legs. of these piers on Dec. 17, 1913. As will be noted The base of each tower forms an equilateral by referring to Table I, most of the speci- triangle, with side lengths of 60 ft. mens not shown in Fig. 1 were in good con- tower leg is supported on and is anchored dition at the end of the test. to a concrete pier resting either on a pile May 6, 1914. Engineering and Contracting 519.

---

Size: 958px × 2610px
Photo credit: © The Reading Room / Alamy / Afripics
License: Licensed
Model Released: No

Keywords: ., bookcentury1900, bookdecade1900, bookpublisherchicago, bookyear19