التحليل والتصميم للكمرات لمبنى متعدد الطوابق (بإستخدام قطاع مستطيل وقطاع)(T)

Abstract

Abstract: The project aims to analyze and design reinforced concrete beams for a multi storey building. Two types of cross-sections were investigated: rectangular and T-section, to determine the most efficient solution. The structural model was developed using ETABS, adopting a reinforced concrete frame system. Slabs were considered as flange elements contributing to the formation of the T section. Dead loads and live loads were applied in accordance with the British Code requirements. Structural analysis was carried out using the Finite Element Method to determine internal forces. Bending moments, shear forces, and deflections were extracted for the design process. Beam design included determining suitable dimensions and required reinforcement areas. A detailed comparison was made based on structural performance and reinforcement quantities