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U Flexural Strength of A Singly Reinforced Beam RCC MA by Muhammad Shahadat Hosen is a document available to read on EtoBox.
This study assesses the flexural strength and moment capacity of a singly reinforced concrete beam by comparing theoretical predictions with experimental results. The experimental maximum moment was found to be 81.98 kip-in, while the theoretical moment capacity was calculated at 162.65 kip-in, resulting in a 49.6% difference attributed to practical factors like material imperfections. The findings emphasize the necessity of experimental validation in structural engineering to account for real-world variabl
- Author
- Muhammad Shahadat Hosen
- Language
- EN