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Fire resistance of concrete columns
Fire tests were made of 62 columns under working load, and 16 comparable columns were tested to failure in compression without fire test; thickness of concrete or other material considered as protection was 1 1/2 or 2 1/2 inches; concrete aggregates of a wide range in mineral composition were introduced. Discusses results obtained. See also Fire and Water Eng., vol. 77, no. 21, May 27, 1925, pp. 1097-1098 and 1112 partly on supp. plates.
Fire resistance of concrete columns
Fire tests were made of 62 columns under working load, and 16 comparable columns were tested to failure in compression without fire test; thickness of concrete or other material considered as protection was 1 1/2 or 2 1/2 inches; concrete aggregates of a wide range in mineral composition were introduced. Discusses results obtained. See also Fire and Water Eng., vol. 77, no. 21, May 27, 1925, pp. 1097-1098 and 1112 partly on supp. plates.
Fire resistance of concrete columns
U.S. Bur. Standards -- Technologic Papers
Hull, W.A. (author) / Ingberg, S.H. (author)
1925
74 pages
16 Figs.
Article (Journal)
English
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