Survey Results for Concrete Construction Live Loads on Newly Poured Slabs
Publication: Journal of Structural Engineering
Volume 120, Issue 5
Abstract
Live loads on newly poured slabs during construction of multistory concrete buildings are investigated. These loads include the weight of workers, equipment, and materials stored on slabs varying in age from less than one day to about three days. In each project that was surveyed data about various objects stored on the floor under construction were collected. These data included the weight, size, contact area with the floor, and location relative to a coordinate system. Examples of materials and equipment stored on newly poured slabs are bundles of reinforcement, packs of lumber and plywood, stacks of formwork frame, gang tool boxes, storage boxes, dumpsters, air compressors, generators, and finishers. The weights of various objects were determined either by the inventory method or by direct weighing. The required load data were collected by a survey of over 22 concrete building projects in 12 different cities. Since the standard deviation of live load is area‐dependent, the collected load data were used to calculate statistical moments for six different averaging areas ranging from 0.093 m2 to 58 m2. Several different probability models are investigated for the observed data. The observed formwork live loads are modeled with a mixed distribution with a discrete part at zero load intensity and a continuous part for nonzero loads. Both gamma and Weibull distributions provided good fit to the nonzero data.
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References
1.
American Concrete Institute Committee 347. (1988). “Recommended practice for concrete formwork.” ACI 347R‐88, Amer. Concrete Inst., Detroit, Mich.
2.
Ang, AH‐S., and Tang, W. H. (1975). Probability concepts in engineering planning and design. John Wiley and Sons, Inc., New York, N.Y.
3.
Ayoub, H. N. (1992). “Probability models for concrete construction live loads.” PhD thesis, Marquette University, Milwaukee, Wisc.
4.
Benjamin, J. R., and Cornell, C. A. (1970). Probability, statistics and decisions for civil engineers. McGraw‐Hill Book Company, Inc., New York, N.Y.
5.
Biracree, T., and Biracree, N. (1988). “The almanac of the American people.” Facts on File, New York, N.Y.
6.
Bury, K. V. (1975). Statistical models in applied science. John Wiley and Sons, New York, N.Y.
7.
Corotis, R. B., and Doshi, V. A. (1977). “Probability models for live‐load survey results.” J. Struct. Div. J., 103(6).
8.
Culver, C. G., and Kushner, J. (1975). “A program for survey of fire loads and live loads in office buildings.” NBS Tech. Note 858, National Bureau of Standards, Washington, D.C.
9.
Harris, J. C. (1978). “Live load survey of a hospital,” MS thesis, Northwestern University, Evanston, Ill.
10.
Johnson, N. J., and Kotz, S. (1970). Continuous univariate distributions. Houghton Mifflin Company, Boston, Mass.
11.
Lew, H. S. (1976). “Safety during construction of concrete buildings—a status report.” NBS Building Sci. Series No. 80, National Bureau of Standards, Washington, D.C.
12.
Mitchell, G. R., and Woodgate, R. W. (1971). “Floor loadings in office buildings—the results of a survey.” Current Paper 3/71, Building Res. Station, Garston, Watford, England.
13.
Paloheimo, E., and Ollila, M. (1973). Researches in the live loads of persons. Ministry of Domestic Affairs, Helsinki, Finland.
14.
Peir, J. C., and Cornell, C. A. (1971). “A stochastic live load model for buildings.” Res. Report R71‐35, Dept. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass., Sept.
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Copyright © 1994 American Society of Civil Engineers.
History
Received: Sep 4, 1992
Published online: May 1, 1994
Published in print: May 1994
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