Reinforced concrete building design project and project based learning: case study / Muhammad Luqman Hakim Omar

The planning works are done on six different structures. Those structures are very essential to the development of the building. the foremost critical a part of the structure is taken from the planning key-plan so as to style the structure with the foremost suitable dimensions and reinforcements. Therefore, the procedure of the key-plan is crucial within the process of constructing a building. during this case, the development of a two-storey building is started with the proposal of the project schedule. The project schedule plays a serious role on keeping the work process smooth and avoiding any unwanted casualties. The project schedule also helps on reducing the development period of the building. After the project schedule is finished, the Structural key plan of the building will happen to acknowledge and determine the positions of the structures in each floor. The primary structure is that the slab with the most important area from the key-plan. A two way restrained slab is analysed to work out the acceptable and therefore the most effective sort of reinforcement bars to be used. But first, the permanent load is decided by assuming the thickness of the slab. during this project, the thickness of the slab is 150 mm. The critical moment and therefore the critical shear at midspan and support also will be determined by pertaining to the planning appendix. it's crucial to work out the area or reinforcement bars because an area that's too small or overlarge can cause major failures on the structure. during this project, the sort of reinforcements bar used for the slab structure is H 12-300 which suggests the diameter of the bar used are going to be 12 mm. The second structure which will be designed is that the simply supported beam and therefore the continuous beam. For simply supported beam, there's just one span of beam which will be analysed and style . the dimensions estimated for the beam during this project is 450 mm tall and 250 mm in breadth . the planning load of the beam will then be determined to get the instant and shear value. then , the most reinforcements, and therefore the shear reinforcements of the simply supported beam are going to be determined by pertaining to the planning appendix. As for the continual beam, there are exactly six spans of beams involved and therefore the load analysis of the beam will involves the distribution table method so as to work out the worth of moments and shears across the six spans of beams in discussion. This way, the sort of reinforcement bars for both main reinforcements and shear reinforcements are often determined.