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Trussed framing stiffens tall, slender building
Structural problems of 30-story office building in Nashville, Tenn, for Life and Casualty Insurance Co arose because of ratio of height to width of structure and absence of interior columns above ninth floor; all main members are designed for semi-rigid connections; floors are of cellular steel with lightweight concrete fill; vertical cantilevered trusses used to resist wind shears. (see also Eng News-Rec v 157 n 10 Sept 6 1956 p 36-8)
Trussed framing stiffens tall, slender building
Structural problems of 30-story office building in Nashville, Tenn, for Life and Casualty Insurance Co arose because of ratio of height to width of structure and absence of interior columns above ninth floor; all main members are designed for semi-rigid connections; floors are of cellular steel with lightweight concrete fill; vertical cantilevered trusses used to resist wind shears. (see also Eng News-Rec v 157 n 10 Sept 6 1956 p 36-8)
Trussed framing stiffens tall, slender building
Civ Eng (NY)
Bryan, R.H. (author)
Civil Engineering ; 26
1956
3 pages
Article (Journal)
English
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