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Viaduct in Seattle, completed in June 1930, at cost of $36, 000; distinguishing features were, use of concrete at working stress of 1200 p.s.i.; continuous girder spans up to 64 ft long freely supported on hinged joints; anchorage to take care of grade and tractive effort; carrying of wind stresses to end bents; and use of flexible columns to relieve bending stresses due to temperature movement.
Viaduct in Seattle, completed in June 1930, at cost of $36, 000; distinguishing features were, use of concrete at working stress of 1200 p.s.i.; continuous girder spans up to 64 ft long freely supported on hinged joints; anchorage to take care of grade and tractive effort; carrying of wind stresses to end bents; and use of flexible columns to relieve bending stresses due to temperature movement.
Lenora street viaduct
Am Concrete Inst -- J
Cavanagh, C. (author)
1932
4 pages
Article (Journal)
English
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