STUDI PERENCANAAN STRUKTUR BAJA TAHAN GEMPA (Studi kasus : Gedung Laboratorium Terpadu Fakultas Teknik Universitas Jember)

Abstract

Steel are alternative building materials to withstand the quake yang very well, because if compared to the balkans with the structure of the concrete, the steel, once a highway habits daktilitas yang I can't dimanfaatkan pad saudi structure memikul the burden of the aftermath of the quake. The system of Eccentrically Braced Frames (EBF) are any one of these systems the structure of the penahan quake yang is the most effective untuk used day regional quake prone. Kelebihan system I is daktilitas structure yang baik dengan mechanisms kelelehan slide happens pad link short term. The Link is a parts of the pad elements of the structure of the reinforcements yang formed nobody perpotongan reinforcements and bresing. Pad perhitungan structure of the building withstand the quake I mengacu pad Standard Planning Security Quake Untuk Building Structure Building SNI 03-1726-2015, the procedures the Planning of the Structure of the Steel teeth of the Structure of the Building Building SNI 03-1729-2012, and Regulations Pembebanan Indonesia Untuk Building Building PPIUG 1983. Dan road menganalisis strukturnya ditinjau with the influence of the burden of the quake mraz with make use of the program the band WHO 2000. Of deal analysis dan perhitungan diperoleh gains for the first tebal pelat roofs 10 cm dan tebal pelat floor 12 cm, the dimensions of the reinforcements the parent WF.440.300.11.18, dimensional reinforcements child WF 300.200.8.12 dan WF 400.200.8.13 and dimensions of the link and reinforcements diluar link make use of the size of the WF.440.300.11.18 dan bressing make use of the size of the WF.300.300.10.15 dandimensional columns 1-2 make use of profile king cross 600.300.12.20, floor 3-4 make use of the profile 600.200.11.17, floor 5 profile KC.500.200.10.16 dan floor 6 profile KC. 450.200.9.14.