• Bhalerao Sonali B
• Deshmukh Raj V
• Gangurde Hrushikesh D
• Gaikwad Vikee A
• Gaikwad Akash D

The region below the neutral axis is in tension and the region above neutral axis is in compression. Since concrete is weak in taking up tension, steel reinforcements are provided at the tension zone of the beam. We have responsibility to reduce the effect of the application of concrete materials to environmental impact. Our assumption to design the R.C.C. beams is the contribution of tensile stress of the concrete is neglected. The flexural capacity (MR) of the beam is influenced only by compressive stresses in the concrete and the tensile stress in the steel reinforcement. Efficient use the concrete materials can be done by replacing the concrete in and near the neutral axis. Different studies were conducted by researchers all over the world to propose an effective method for replacement of concrete below neutral axis.

neutral axis, compression, steel reinforcements, compressive stresses, tensile stress.

"Evaluating Properties Of Concrete Beam Below The Neutral Axis By Replacing With Cups", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.11, Issue 4, page no.h1-h9, April-2024, Available :http://www.jetir.org/papers/JETIRTHE2101.pdf

"Evaluating Properties Of Concrete Beam Below The Neutral Axis By Replacing With Cups", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.11, Issue 4, page no. pph1-h9, April-2024, Available at : http://www.jetir.org/papers/JETIRTHE2101.pdf