<![CDATA[Indonesia is one of the countries that is very prone to earthquakes, one of the causes is that Indonesia is sandwiched between 3 earth plates which allows a shift between these plates so that it can cause earthquakes. Therefore it is necessary to anticipate efforts to improve the quality of infrastructure development such as high-rise buildings that are designed to be able to withstand the forces of the earthquake that occur in order to minimize structural damage to the building and the presence of casualties. The building to be reviewed is the Begawan Malang apartment building. In connection with this, the authors try to conduct a planning study on the Begawan Malang apartment building using a dual system (Dual System), namely a special moment-bearing frame system and structural or shear walls. In which this paper will focus on the planning of the reinforcement of structural elements of beams, columns and walls as well as knowing the detailed drawings of the reinforcement in the structure of beams, columns, beam column relationships, and shear walls of the plan. Where are the results of the planning, with the reinforcement design obtained on beams with dimensions of 450 mm x 750 mm with longitudinal reinforcement in the right and left support areas, namely 4D29 tensile reinforcement and 3D29 compression reinforcement and in the field area with 2D29 tensile reinforcement and 3D29 compression reinforcement. For column elements with dimensions of 900 mm x 900 mm, longitudinal reinforcement is obtained 28D32 and transverse reinforcement in the plastic hinge area 4 ∅ 12 - 80 mm, the outer area of the plastic hinge: 4 ∅ 12 - 100 mm, and the area of the through connection: 4 ∅ 12 - 100 mm. And the structural wall (shearwall) has dimensions of 4200 mm x 450 mm with 40D32 longitudinal reinforcement and transverse reinforcement in the boundary area ∅ 12 - 120 mm and in the area of the shear wall 12 - 300 mm.]]>
