| dc.description.abstract |
The importance of knowledge about structural safety today is very necessary to keep up with technological developments in the field of building. Knowledge about building structures that are safe against earthquakes and how to plan and evaluate structures in accordance with SNI. The discussed focus on beams and beam-column connections. Evaluate the design of the beam determine the feasibility of the beam structure, whether it is able to withstand the forces that occur due to changes in loads acting on the beam-column connection building, to determine the reinforcement installed at the beam-column joint point, so that it is able to withstand the shear force at the joint point. By using the Special Moment Resisting Frame System (SRPMK) method with ETABS software, the ETABS design results are controlled using mathematical calculations based on SNI 2847- 2019, and 1726-2019. Obtained dimensions of beam structure B1 350x700 mm (9D16 Tensile reinforcement, 5D16 compression reinforcement, 4D16 side reinforcement, 4D10-100 support shear reinforcement, 4D10-150 field), B2 300x600 mm (7D16 Tensile reinforcement, 4D16 compression reinforcement, 2D16 side reinforcement, support shear 3D10-100, pitch 2D10-150), B3 300x500 mm (5D16 Tensile reinforcement, 3D16 compression reinforcement, 2D16 side reinforcement, 2D10-100 support shear reinforcement, 2D10-150 pitch), B4 250x450 mm (5D16 Tensile reinforcement, reinforcement compression 3D16, side reinforcement 2D16, support shear reinforcement 2D10-100, field 2D10-150). Shear reinforcement is obtained in the plastic joint area 5D13-100, the outer area of the plastic joint 5D13-150. From the results of evaluation a DED image can be created.
Keywords: Beam-column, shear force, structural dimensions
| en_US |
