The practice of lowering the complexity of structural analysis and design techniques for flexural members like beams and slabs is referred to as simplification in flexure design. This strategy tries to speed up the design process while retaining sufficient structural integrity and safety. To simplify computations and lower the number of design parameters, certain assumptions and simplifications are used in simplified flexure design. These simplifications include using streamlined design equations and procedures, assuming linear elastic behavior, and omitting specific secondary effects. Engineers can quickly ascertain the necessary size and reinforcement for flexural members by employing simplified design approaches, which can offer practical and effective solutions for typical structural configurations. The simplifications must, however, be reasonable for the particular design context and adhere to all applicable design norms and standards. The benefits and drawbacks of employing simpler design methodologies are covered in this abstract, which also addresses the idea of simplification in flexure design. It draws attention to important flexure design simplifications, including the linear stress distribution, the assumption that plane sections would remain level, and streamlined moment-curvature connections. It also underlines how crucial it is to compare the accuracy and applicability of simplified design methodologies with those of more in-depth studies and experimental evidence.