Desain Elemen Struktur Balok Dan Kolom Beton Bertulang Pada Bangunan Bertingkat Menggunakan Sistem Rangka Pemikul Momen Khusus (SRPMK)

The territory of Indonesia is one of the areas that has the potential for natural disasters considering that several areas have been crossed by baribis faults. Thus it is very clear thatthe region has had quite a number of disasters, which causes in infrastructure development must really pay attention to the level of ductility of a structure. This thesis will examine the beam and column design using SMRFS in a multi-storey building that functions as a hospital in the Karawang area and will be calculated based on SNI 2847: 2013, SNI 1726: 2012, 1727: 2013 and SNI 2052: 2017 and will be analyzed by two categories of soil sites, namely
hard soil and soft soil in order to determine the structural reaction and the variety of
reinforcement of the two types of sites. The loads used are dead loads, live loads and earthquake loads, for earthquake loads using response spectrum analysis, from these data
analysis will be carried out using structural analysis software and then the results of the structural analysis can be used as initial capital in calculating the variety of reinforcement
needed and can verify differences in buildings designed on hard and soft soil sites. In the analysis of the structure on hard soil and soft soil, it has similarities with the planned
dimensions, namely the size of beam I 400x600 mm, beam II 500x300 mm, K1 700x700 mm, K2 650x650 mm and K3 550x550 mm, but it has differences in the diameter and amount of reinforcement required, for hard soil requires longitudinal reinforcement 20D19,9D16,12D25,20D22 and transverse reinforcement namely D10, D13 and D16 while on
hard soils required longitudinal reinforcement 39D22,10D19,12D25,4D29 and reinforcement
tanversal, namely D13, D16 and D19, thus the number and dimensions of hard soil reinforcement are smaller than soft soil