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Single-column viaduct eliminates need for skew spans
In order to avoid skew spans in reinforced concrete Union Gap bridge at Yakima, Wash, each section between expansion joints is rigid frame utilizing columns in distributing stress; single column design eliminates skewed construction and permits duplication of span lengths; columns with horizontal beam at top form T-shaped section; similar bridge was built near Spokane, Wash. (See also Civ Eng (NY) v 16 n 4 Apr 1946 p 172-4)
Single-column viaduct eliminates need for skew spans
In order to avoid skew spans in reinforced concrete Union Gap bridge at Yakima, Wash, each section between expansion joints is rigid frame utilizing columns in distributing stress; single column design eliminates skewed construction and permits duplication of span lengths; columns with horizontal beam at top form T-shaped section; similar bridge was built near Spokane, Wash. (See also Civ Eng (NY) v 16 n 4 Apr 1946 p 172-4)
Single-column viaduct eliminates need for skew spans
Surveyor
Finke, R.W. (author)
1946
2 pages
Article (Journal)
English
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Single-column viaduct eliminates need for skew spans
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