Mathematical Framework for Computing Polar Moments of Inertia for Use with Traditional ‘ACI Commentary Jc Method’

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Mathematical Framework for Computing Polar Moments of Inertia for Use with Traditional ‘ACI Commentary Jc Method’

Author(s): Hugo Esquivel and Guang Lin

Publication: Structural Journal

Volume: 123

Issue: 3

Appears on pages(s): 111-122

Keywords: ACI CODE-318-25; (centroidal) polar moment of inertia; Jc method; slab-column connection; structural design; two-way shear action

DOI: 10.14359/51749378

Date: 5/1/2026

Abstract:
This paper presents a robust mathematical framework for computing centroidal polar moments of inertia in a standardized manner, applicable to both regular- and irregular-shaped sections, for use with the traditional “ACI Commentary Jc Method.” The paper also showcases with mathematical rigor why, for over 60 years, the standard (traditional) expressions used to compute polar moments of inertia for planar sections embedded in three-dimensional (3-D) space have been incorrectly derived, and explores the implications of not adopting the correct expressions in design. The mathematical framework for computing polar moments of inertia is developed using advanced calculus, and primitive sections are integrated into the formulation to derive with ease the necessary expressions for the most common sections used in design, namely rectangular, circular, C-shaped, L-shaped, and regular polygon-shaped sections. Finally, a numerical example is provided to demonstrate the practical implementation of the proposed mathematical framework.

Related References:

1. Di Stasio, J., and Van Buren, M. P., “Transfer of Bending Moment Between Flat Plate Floor and Column,” ACI Journal Proceedings, V. 57, No. 9, Sept. 1960, pp. 299-314.

2. ACI Committee 318, “Building Code Requirements for Reinforced Concrete (ACI 318-63),” American Concrete Institute, Farmington Hills, MI, 1963, 148 pp.

3. ACI Committee 318, “Building Code for Structural Concrete—Code Requirements and Commentary (ACI CODE-318-25),” American Concrete Institute, Farmington Hills, MI, 2025, 702 pp.

4. Esquivel, H., and Lin, G., “Amending the Traditional ‘ACI Commentary Jc Method’ and Other Sources,” Civil Engineering Journal, V. 9, No. 11, 2023, pp. 2847-2853.

5. ACI Technical Activities Committee, ACI Reinforced Concrete Design Handbook: A Companion to ACI 318-19, 10th edition, American Concrete Institute, Farmington Hills, MI, 2021.

6. Collins, M. P., and Mitchell, D., Prestressed Concrete Structures, Response Publications, Ontario, Canada, 1997.

7. Computers & Structures, “Reinforced Concrete Slab Design Manual for ETABS; Release 20,” Computers & Structures, Inc., Berkeley, CA, 2022.

8. Clarke, L. A., and Cope, R. J., Concrete Slabs: Analysis and Design, CRC Press, London, UK, 1984.

9. Darwin, D., and Dolan, C. W., Design of Concrete Structures, 16th edition, McGraw-Hill Education, New York, 2021.

10. Dolan, C. W., and Hamilton, H. R., Prestressed Concrete: Building, Design, and Construction, Springer Nature, Cham, Switzerland, 2019.

11. Hanson, N. W., and Hanson, J. M., “Shear and Moment Transfer between Concrete Slabs and Columns,” Bulletin, PCA Research and Development Laboratories, V. 10, No. 1, 1968, pp. 2-16.

12. Islam, S., “Limit Design of Reinforced Concrete Slabs: Openings and Slab-Column Connections,” PhD thesis, University of Canterbury, Christchurch, New Zealand, 1973.

13. Lin, T. Y., and Burns, N. H., Design of Prestressed Concrete Structures, third edition, John Wiley & Sons, Inc., New York, 1981.

14. McCormac, J. C., and Brown, R. H., Design of Reinforced Concrete, 10th edition, John Wiley & Sons, Inc., Hoboken, NJ, 2015.

15. Naaman, A. E., Prestressed Concrete Analysis and Design: Fundamentals, second edition, Techno Press 3000, Ann Arbor, MI, 2004.

16. Nawy, E. G., Prestressed Concrete: A Fundamental Approach, fifth edition, Pearson Education, Upper Saddle River, NJ, 2009.

17. Park, R., and Gamble, W. L., Reinforced Concrete Slabs, second edition, John Wiley & Sons, Inc., Hoboken, NJ, 1999.

18. Post-Tensioning Institute, Post-Tensioning Manual, sixth edition, Post-Tensioning Institute, Farmington Hills, MI, 2006.

19. Wight, J. K., and MacGregor, J. G., Reinforced Concrete: Mechanics and Design, sixth edition, Pearson Education, Upper Saddle River, NJ, 2012.

20. Zhou, Y., “Seismic Performance Assessment and Nonlinear Modeling Parameters for Slab-Column Connections,” PhD thesis, Texas A&M University, College Station, TX, 2019.

21. Meriam, J. L., and Kraige, L. G., Engineering Mechanics: Statics, seventh edition, John Wiley & Sons, Inc., Hoboken, NJ, 2012.


ALSO AVAILABLE IN:

Electronic Structural Journal