PERENCANAAN STRUKTUR GEDUNG ATTIC SHOWROOM MALANG

The purpose of this paper is to plan the upper and lower structures using reinforced concrete and their construction costs. Analysis of structural planning uses the help of the Robot Structural Analysis Professional (RSAP) 2018 application. Calculation of concrete structures refers to SNI 2847-2019, earthquake calculations refer to SNI 1726-2019, and calculation of costs refers to Permen PUPR Number 28 of 2016. From the calculation, the results are obtained. : 1) 160 mm thick roof with support and field reinforcement using D13-200 and dividing reinforcement using D10 - 220, 160 mm thick floor plate with support and field reinforcement using D16 - 180 and dividing reinforcement using D10 - 220. The beam extends 20x30 cm by using 4D16 tensile support reinforcement and 2D16 tension support, 3D16 tensile bearing reinforcement and 2D16 compressive field reinforcement. Transverse beam 40x60 cm by using tensile support reinforcement 7D16 and pressure support 4D16, reinforcement for tensile field 5D16 and field for compression 3D16. Column 40x40 cm uses the main reinforcement 8D19 and shear reinforcement D10 - 100. The ladder is 120 mm thick using support and field reinforcement D10 - 225 and reinforcement using D10 - 250.2) The foundation uses 4 D40 piles with 8D19 main reinforcement and D10 shear reinforcement - 30, and pilecap dimensions 1.7x1.7x0.5 m using the top and bottom reinforcement D19–150. And 3) Budget Plan (RAB) for structural work of Rp. 16.378.000.000,00.