<mets:mets OBJID="eprint_6274" LABEL="Eprints Item" xsi:schemaLocation="http://www.loc.gov/METS/ http://www.loc.gov/standards/mets/mets.xsd http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-3.xsd" xmlns:mets="http://www.loc.gov/METS/" xmlns:mods="http://www.loc.gov/mods/v3" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"><mets:metsHdr CREATEDATE="2026-09-21T18:34:40Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Bojonegoro</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_6274_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Perencanaan Struktur Atas Rumah Kost 5 Lantai Dengan Menggunakan Software SAP2000</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Wibowo</mods:namePart><mods:namePart type="family">Prasetyo Agus Wibowo</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Perkembangan pembangunan gedung bertingkat sebagai solusi atas keterbatasan lahan dan meningkatnya kebutuhan hunian menuntut perencanaan struktur yang aman, kuat, dan tahan terhadap beban gempa. Penerapan Sistem Rangka Pemikul Momen Khusus (SRPMK) merupakan salah satu metode yang direkomendasikan untuk meningkatkan daktilitas struktur pada daerah rawan gempa. Penelitian ini bertujuan untuk merencanakan elemen struktur atas yang meliputi balok, kolom, dan pelat lantai pada gedung rumah kost 5 lantai sesuai Standar Nasional Indonesia (SNI), serta menentukan kebutuhan penulangan elemen struktur menggunakan sistem SRPMK.Metode penelitian yang digunakan adalah metode perencanaan struktur beton bertulang dengan bantuan perangkat lunak SAP2000. Pembebanan struktur mengacu pada SNI 1727:2020, analisis ketahanan gempa menggunakan SNI 1726:2019, sedangkan perencanaan beton bertulang mengacu pada SNI 2847:2019. Tahapan penelitian meliputi pemodelan struktur tiga dimensi, analisis pembebanan, perhitungan gaya dalam, perencanaan dimensi elemen struktur, desain penulangan. Hasil penelitian menunjukkan bahwa struktur direncanakan menggunakan mutu beton sebesar 30 MPa dan mutu baja tulangan sebesar 420 MPa. Telah memenuhi persyarata kekuatan lentur, geser, dan detailing SRPMK. Evaluasi konsep Strong column Weak Beam (SCWB) juga menunjukan bahwa kapasitas momen kolom lebih besar dari 1,2 kali kapasitas momen balok (∑Mnc ≥ 1,2∑Mnb), sehingga seluruh sambungan balok–kolom yang ditinjau memenuhi persyaratan SCWB. Dengan demikian, struktur gedung rumah kost 5 lantai yang direncanakan dinyatakan memenuhi persyaratan keamanan, kekuatan, dan ketahanan gempa sesuai Standar Nasional Indonesia.</mods:abstract><mods:classification authority="lcc">Prodi Teknik Sipil</mods:classification><mods:originInfo><mods:dateIssued encoding="iso8601">2026-07-29</mods:dateIssued></mods:originInfo><mods:originInfo><mods:publisher>Sains dan Teknik;Teknik Sipil</mods:publisher></mods:originInfo><mods:genre>Thesis</mods:genre></mets:xmlData></mets:mdWrap></mets:dmdSec><mets:amdSec ID="TMD_eprint_6274"><mets:rightsMD ID="rights_eprint_6274_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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