STUDI ALTERNATIF PERENCANAAN STRUKTUR ATAS BANGUNAN GEDUNG FAKULTAS ILMU KOMPUTER UB MENGGUNAKAN SISTEM GANDA

Yanuarius Seke (itnmalang)
vega aditama (itnmalang)
Ester Priskasari (itnmalang)
I Nyoman Sudiasa
Deviani Kartika (itnmalang)

Jurnal Infomanpro
Vol 15 No 1 (2026): JURNAL INFOMANPRO

In this planning, the Brawijaya Computer Science Building is designed using a dual system, namely a combination of the SRPMK structural system and shear walls. The standards used as guidelines include SNI 1727-2020, SNI 1726-2019, SNI 2847-2019, and SNI 2025-2017. The data used in the calculations consists of planning drawings and soil data, which then serve as the basis for preliminary calculations of structural elements. 3D Structural Analysis was performed using ETABS 18 software, from which the column dimensions were 950 x 950 mm2, the main beams consisted of B1 400X600 B2 250 X 300 and B3 250 x 300 while the child beams consisted of BA1 350 X 600, BA2 250 X 300 and BA3 200 X 300. The floor slab thickness was 100 mm and the shear walls had dimensions of 4550 x 950 mm.