Design Optimization of Concrete-Slab Forms
Publication: Journal of Construction Engineering and Management
Volume 121, Issue 2
Abstract
This paper presents a design optimization method for all-wood concrete-slab forms. This procedure was formulated to provide for a safe slab-form design with minimum cost. It considers in its design process the cost of each slab-form component (sheathing, joist, stringer, and wood shore) and all available combinations of slab-form components. The performance of the optimum design method is compared to that of the traditional design method, which uses design charts/tables. The optimum design method was found to have a potential cost savings over the traditional design method. A study was conducted to confirm these cost savings. The results of the study show that cost savings as high as 9.9% were achieved by using the design optimization method.
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References
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Building construction cost data. (1992). R.S. Means Co., Inc., Construction Consultants and Publishers, Kingston, Ma.
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“Guide to Formwork for Concrete,” (1988). 347R-88, American Concrete Institute (ACI), Detroit, Mich.
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Hurd, M. K. (1987). “Formwork for concrete.”SP-4, 4th Ed., American Concrete Institute (ACI), Detroit, Mich.
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Sommers, P. H. (1984). “Charts aid in design of horizontal formwork.” Aberdeen's Concrete Constr. 29(4), 648–651.
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Spiegel, L., and Limbrunner, G. F. (1991). Applied statics and strength of materials. Merill/MacMillan, Columbus, Ohio.
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Copyright © 1995 American Society of Civil Engineers.
History
Published online: Jun 1, 1995
Published in print: Jun 1995
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