| dc.description.abstract |
Analysis of reinforcement requirements for column and beam work is important to anticipate the lack and excess of reinforcement that will be planned. In this study, the analysis of reinforcement requirements was carried out at the Mini Pancing Stadium in North Sumatra Province. In optimizing the use of reinforcing bar, the Bar Bending Schedule (BBS) method is used. BBS is a method that lists a model of reinforcing bar cutting patterns that serves to control the use of reinforcing bar and minimize the remaining material by using the Microsoft Excel applications. The result of the analysis of the volume of reinforcement requirements on columns and beams using conventional connections is 54,830.96 kg, while the result of the analysis of the volume of reinforcement requirements on columns and beams using coupler connections is 53,523.57 kg. The comparison of the volume of reinforcement requirements on columns and beams using conventional connections with coupler connections is 2.3%. The cost of reinforcement requirements for columns and beams using conventional connections is IDR743.507.817,60 while the coupler connection is IDR725,688,195.00. Therefore, it can be concluded that the coupler connection is more efficient to use than the conventional connection in terms of cost.
Keywords: BBS, conventional, coupler.
| en_US |
