Symmetrical Masonry Arches, Including Natural Stone, Plain-Concrete, And Reinforced-Concrete Arches; for the Use of Technical Schools, Engineers, And Computers in Designing Arches According to the Elastic Theory

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Symmetrical Masonry Arches, Including Natural Stone, Plain-Concrete, And Reinforced-Concrete Arches; for the Use of Technical Schools, Engineers, And Computers in Designing Arches According to the Elastic Theory
Howe, Malverd A. (Malverd Abijah), B. 1863
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B. Jan. 18, 1903 B. Dec. 26, 1901 369 213.0 59.0 6.9 10.2 14.7 Ry.
B. Dec. 7, 1893, 370 J'i* p. 447 220.0 57.3 4.2 6.2 C 134-3 .031 20.3 Granite Aq. and H.W.
K. April 19, 1867; 37J t230.0 4.9 7-2 f^ 246.0 .020 17-3 rins Granite N. July 39, 1899 N. Oct. 17, 1903 372 251 .0 87.8 4.0 4-0 133.6 .030 B. Dec. 7, 1893: 373 C. 1855 277-7 101.7 4.7 7.1 18.1 H.W.
B. Feb. 37,1903 374 295-3 56.4 4.9 6.6 344.5 -044 52.5 Hard slate H.W.
B. Aug. 17, 1905, 375 43.3 15-6 p. 156 t About.
366. F. 1852, p. 390. Le
...ad in ring joints i span from abutment. 367. Rough stone in cement.
368. Three metal hmges backed with granite. Five lateral arches in each spandrel. 369. Lateral arches. Max. H. = iii'.5. 372. Three-hinged for D. L. Fixed for L.L. 373. Destroyed 1416^ 374. Twin arches 19^.4 apart. 375. Longest stone arch in the world* Digitized by VjOOQIC 156 APPENDIX.
TABLE II.— DATA FOR ABOUT 500 ARCH BRIDGES PLAIN CON Name.
Place.
Over.
Date.
Engineer.
Pern St.
Casey R.
Bridge No. 41 Cannington Viad.
Ewarton Br.


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