<mets:mets OBJID="eprint_6409" 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="2026-09-21T18:33:49Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Bojonegoro</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_6409_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Perencanaan Struktur Atas Bangunan Fakultas Geografi 6 Lantai Menggunakan Beton Bertulang Dengan Program Etabs V22</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Febrianto</mods:namePart><mods:namePart type="family">Fergiano Candra Febrianto</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Pembangunan Gedung Fakultas Geografi 6 lantai Universitas Bojonegoro memerlukan perencanaan struktur atas yang aman, kuat, kaku, dan stabil terhadap beban gravitasi maupun gempa. Penelitian ini bertujuan menganalisis pembebanan, menentukan dimensi elemen struktur, serta merencanakan kebutuhan penulangan gedung beton bertulang menggunakan ETABS V22. Metode yang digunakan adalah analisis struktur tiga dimensi (3D Frame Analysis) dengan mengacu pada SNI 1726:2019 tentang ketahanan gempa, SNI 1727:2020 tentang beban minimum, dan SNI 2847:2019 tentang persyaratan beton struktural. Material yang digunakan berupa beton dengan kuat tekan f’c = 35 MPa dan baja tulangan dengan kuat leleh fy = 420 MPa. Pembebanan meliputi beban mati, beban hidup, beban gempa, dan beban angin. Hasil perencanaan menunjukkan dimensi balok induk 45 × 50 cm, balok anak 25 × 35 cm, kolom 60 × 60 cm dan 40 × 40 cm, serta pelat lantai dan atap setebal 12 cm. Dinding geser digunakan sebagai elemen penahan gaya lateral. Berdasarkan hasil analisis ETABS V22, seluruh elemen struktur memenuhi persyaratan kekuatan, kekakuan, stabilitas, dan penulangan sesuai ketentuan SRPMK. Dengan demikian, struktur Gedung Fakultas Geografi dinilai aman dan layak digunakan sebagai acuan perencanaan pembangunan.</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_6409"><mets:rightsMD ID="rights_eprint_6409_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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