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New Tacoma narrows bridge, U.S.A.
Major differences between designs of old and new bridges; total width 60 ft compared with width of old bridge of 39 ft; central suspended span remains unchanged at 2800 ft, so that span-to-width ratio has been reduced from 72 to 47; structural weight 14,000 tons, compared with 8300 tons for old span. See also Engineering Index 1949 p 143, and Engineering Index 1950 p 144.
New Tacoma narrows bridge, U.S.A.
Major differences between designs of old and new bridges; total width 60 ft compared with width of old bridge of 39 ft; central suspended span remains unchanged at 2800 ft, so that span-to-width ratio has been reduced from 72 to 47; structural weight 14,000 tons, compared with 8300 tons for old span. See also Engineering Index 1949 p 143, and Engineering Index 1950 p 144.
New Tacoma narrows bridge, U.S.A.
Engineer
Engineer ; 191
1951
Aufsatz (Zeitschrift)
Englisch
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Engineering Index Backfile | 1940
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