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A comparison of Flexural Strength Design to Working Stress Design , for Reinforced Concrete Rectangular Section Subject to Simple Bending | ||
| Engineering and Technology Journal | ||
| Volume 01, Issue 1, 1977, Pages 48-80 PDF (1.75 M) | ||
| DOI: 10.30684/etj.1977.1.2 | ||
| Author | ||
| M. Tarik El-Katib* | ||
| University of Technology-Iraq | ||
| Abstract | ||
| The paper investigates the relationship between the two standard methods of design that are used for dimensioning reinforced concrete rectangular sections subject to simple bending, namely, the flexural strength design method, and the working stress design method. It makes it possible (within certain limitations) to use either method to obtain identical results. It establishes the stress factors to be used in working stress design that would give results equivalent to a specified set of load factors that are adopted by the flexural strength design method, and vice versa. | ||
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