Abstract
The design works for this reinforced concrete (RC) project were conducted in accordance with established engineering standards and codes of practice, such as BS EN 1992-1-1 :2004 (Eurocode 2). The process included the structural analysis of elements such as beams, columns, slabs, and foundations to ensure compliance with ultimate limit state (ULS) and serviceability limit state (SLS) requirements. The manual calculations were validated against software outputs, with percentage errors evaluated to identify potential discrepancies. Key factors such as load combinations, material properties ( concrete and steel), and structural behavior under various conditions were considered. The final design aims to achieve structural stability, durability, and optimal performance while adhering to project specifications
Metadata
| Item Type: | Student Project |
|---|---|
| Creators: | Creators Email / ID Num. Mohmad Radzi, Nurul Najwa UNSPECIFIED |
| Contributors: | Contribution Name Email / ID Num. Advisor Jamal, Mohammad Hazizi 198174 |
| Subjects: | T Technology > TA Engineering. Civil engineering > Reinforced concrete T Technology > TH Building construction > Architectural engineering. Structural engineering of buildings |
| Divisions: | Universiti Teknologi MARA, Johor > Pasir Gudang Campus > Faculty of Civil Engineering |
| Programme: | Diploma of Civil Engineering |
| Keywords: | Reinforced concrete, Structural analysis, Structural design |
| Date: | 2024 |
| URI: | https://ir.uitm.edu.my/id/eprint/122383 |
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