TECHNICAL PAPERS
Jun 1, 1995

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

1.
Building construction cost data. (1992). R.S. Means Co., Inc., Construction Consultants and Publishers, Kingston, Ma.
2.
“Guide to Formwork for Concrete,” (1988). 347R-88, American Concrete Institute (ACI), Detroit, Mich.
3.
Hurd, M. K. (1987). “Formwork for concrete.”SP-4, 4th Ed., American Concrete Institute (ACI), Detroit, Mich.
4.
Sommers, P. H. (1984). “Charts aid in design of horizontal formwork.” Aberdeen's Concrete Constr. 29(4), 648–651.
5.
Spiegel, L., and Limbrunner, G. F. (1991). Applied statics and strength of materials. Merill/MacMillan, Columbus, Ohio.

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Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 121Issue 2June 1995
Pages: 215 - 221

History

Published online: Jun 1, 1995
Published in print: Jun 1995

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Authors

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Awad S. Hanna, Member, ASCE
Asst. Prof., Univ. of Wisconsin, 460 Henry Mall, Madison, WI 53706.
Ahmed B. Senouci, Associate Member, ASCE
Assoc. Res. Specialist, Univ. of Wisconsin, 460 Henry Mall, Madison, WI.

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