<mets:mets OBJID="eprint_4782" 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="2026-05-10T19:07:39Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Bojonegoro</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_4782_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Perencanaan Pembangunan Gedung Baru Lima Lantai RS Pkum Wonosobo</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Muzaki</mods:namePart><mods:namePart type="family">Ahmad Muzaki</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:name type="personal"><mods:namePart type="given">Faqih</mods:namePart><mods:namePart type="family">Nasyiin Faqih</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:name type="personal"><mods:namePart type="given">Alfin</mods:namePart><mods:namePart type="family">Ahmad Alfin</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:name type="personal"><mods:namePart type="given">Mushthofa</mods:namePart><mods:namePart type="family">Mushthofa</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:name type="personal"><mods:namePart type="given">Qomaruddin</mods:namePart><mods:namePart type="family">Mochammad Qomaruddin</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Melonjaknya kebutuhan pelayanan kesehatan di RS PKUM Wonosobo diperlukan peningkatan layanan kesehatan. Direncanakan gedung lima lantai menggunakan struktur beton rigid serta atap menggunakan struktur baja profil. Perencanaan struktur gedung mengacu pada SNI 2847:2019 dan SNI 1729:2020. Beban yang bekerja ditinjau berdasarkan SNI 1727:2019 dan SNI 1726:2019. Pengambilan data perencanaan, menentukan standart acuan, menentukan sistem struktur, preliminary design, menganalisa menggunakan program SAP2000 dan SPColumn, menentukan kebutuhan tulangan, serta mendesain fondasi.Perencanaan konstruksi terlebih dahulu menentukan sistem rangka pemikul momen. Struktur pada gedung dianalisa menggunakan aplikasi SAP2000 dan dihitung berdasarkan gaya dalam yang terjadi. Dari pengolahan data digunakan atap: WF 390.300, profil kanal 150.75.9.12,5; balok: B1 50×70 cm, B2 40×60 cm, B3 35×50 cm, BA1 25×50 cm, BA2 25×45 cm, BA3 20×40 cm, BA4 15×25 cm, BC1 30×40 cm; tebal pelat: P-1 120 mm, P-2 120 mm, P-3 120 mm, P-T 120 mm, P-B 120 mm, P-Atap 100 mm, P-Dasar 100 mm; tebal shearwall 350 mm; kolom: K1 70×70 cm, K2 60×60 cm; dan fondasi footplate 250×250×80 cm.</mods:abstract><mods:classification authority="lcc">TA Engineering (General). Civil engineering (General)</mods:classification><mods:originInfo><mods:dateIssued encoding="iso8601">2026-01-01</mods:dateIssued></mods:originInfo><mods:originInfo><mods:publisher>JURNAL DEVICE</mods:publisher></mods:originInfo><mods:genre>Article</mods:genre></mets:xmlData></mets:mdWrap></mets:dmdSec><mets:amdSec ID="TMD_eprint_4782"><mets:rightsMD ID="rights_eprint_4782_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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