| dc.description.abstract |
The bridge is a construction that functions to connect two parts of the road interrupted by obstacles such as deep valleys, river channels, lakes, irrigation canals, railroads and others. One of the types of structures on bridges is floor slabs. The problem that is often faced is determining the dimensions of the reinforcement and the spacing of the reinforcement on the floor slab, because the large load on the bridge will be received directly by the floor. The type of bridge being analyzed is a class I bridge located in Teluk Dalam – Lolowa'u, South Nias Regency. The standards used as a reference in evaluating the size of reinforcement area, reinforcement spacing and number of reinforcement are RSNI – T – 12 – 2004 for planning concrete structures for bridges and RSNI T – 02 – 2005 for bridge loading standards. From the results of the evaluation of the reinforcement calculations carried out, it was found that for the main reinforcement and for the reinforcement with the same diameter, but the reinforcement spacing is different and denser than in the field. The results of the analysis were obtained in accordance with the regulations issued by the Directorate General of Highways
Keywords: Bridge, Reinforcement Dimensions, Floor Plate
| en_US |
