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A platform for research: civil engineering, architecture and urbanism
Distribution of shearing stresses in concrete floor slabs under concentrated loads
Iowa Engineering Experiment Station experiments intended to provide basis for determining effective width for maximum shearing stresses in concrete slabs under concentrated loads; data concerning 20 different rectangular slabs ranging in thickness from 2 1/2 to 6 1/2 in., in width from 5 to 7 1/2 ft, and in span from 3 1/2 to 10 ft; development of empirical working formulas. (see also Eng News-Rec v 117 n 9 Aug 27 1936 p 308)
Distribution of shearing stresses in concrete floor slabs under concentrated loads
Iowa Engineering Experiment Station experiments intended to provide basis for determining effective width for maximum shearing stresses in concrete slabs under concentrated loads; data concerning 20 different rectangular slabs ranging in thickness from 2 1/2 to 6 1/2 in., in width from 5 to 7 1/2 ft, and in span from 3 1/2 to 10 ft; development of empirical working formulas. (see also Eng News-Rec v 117 n 9 Aug 27 1936 p 308)
Distribution of shearing stresses in concrete floor slabs under concentrated loads
Iowa State College -- Eng Experiment Station -- Bul
Spangler, M.G. (author)
1936
52 pages
Report
English
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The distribution of shearing stresses in concrete floor slabs under concentrated loads
| UB Braunschweig | 1936
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Shearing effects of concentrated loads on slabs
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