Abstract
Based on the slab design analysis, the slab is designed with reinforcement HI0-300 at both directions. As for beam, the type of beam is flange beam and reinforcement designed to be 5H12 for simply supported beam (A3 / 1-2) and 3H12 midspan and 2H12 at support for continuous beam (2 / A - E). Next, column is designed with 4H12 of reinforcement and for pad footing, the designed reinforcement is H12-262 at both directions. Lastly, staircase that supported by landing is designed for landing and flight. According to the software used which is PROKON and spreadsheet for staircase, there would be some differences and some output from the software has tum to fails as compared to the manual calculations. From that, summary of justification has been made to compare the output collected from software and manual calculations. Last but not least, the project also determined the cost estimation for quantity of the materials needed to construct the structural elements of the house. Based on the taking off and bill of quantities, amount needed for slab GSl is RM692.65, RM200.91 for simply supported beam (A3 / I -2), RM661.99
Metadata
Item Type: | Student Project |
---|---|
Creators: | Creators Email / ID Num. Rozaidi, Nur Amira Izzati UNSPECIFIED |
Contributors: | Contribution Name Email / ID Num. Advisor Yusuf, Ahmad Idzwan 339218 |
Subjects: | T Technology > TH Building construction > Details in building design and construction.Including walls, roofs 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: | Building structure, Building construction, Structural design |
Date: | 2021 |
URI: | https://ir.uitm.edu.my/id/eprint/108973 |
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