{
      "date": "2026-01-01",
      "corp_creators": [
        "Universitas Bojonegoro"
      ],
      "full_text_status": "public",
      "title": "Perencanaan Pembangunan Gedung Baru Lima Lantai RS Pkum Wonosobo",
      "type": "article",
      "refereed": "TRUE",
      "volume": 14,
      "uri": "https://repository.unigoro.ac.id/id/eprint/4782",
      "pagerange": "133-139",
      "lastmod": "2026-04-28 08:16:34",
      "publisher": "JURNAL DEVICE",
      "rev_number": 8,
      "metadata_visibility": "show",
      "creators": [
        {
          "name": {
            "lineage": null,
            "given": "Muzaki",
            "family": "Ahmad Muzaki",
            "honourific": null
          }
        },
        {
          "name": {
            "lineage": null,
            "given": "Faqih",
            "family": "Nasyiin Faqih",
            "honourific": null
          }
        },
        {
          "name": {
            "lineage": null,
            "given": "Alfin",
            "family": "Ahmad Alfin",
            "honourific": null
          }
        },
        {
          "name": {
            "lineage": null,
            "given": "Mushthofa",
            "family": "Mushthofa",
            "honourific": null
          }
        },
        {
          "name": {
            "lineage": null,
            "given": "Qomaruddin",
            "family": "Mochammad Qomaruddin",
            "honourific": null
          }
        }
      ],
      "ispublished": "pub",
      "datestamp": "2026-04-28 08:16:34",
      "userid": 16,
      "divisions": [
        "ts"
      ],
      "issn": "2746-8984",
      "number": 1,
      "eprintid": 4782,
      "keywords": "RS PKUM, SAP2000, SPColoumn, SNI 2847:2019",
      "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\u00d770 cm, B2 40\u00d760 cm, B3 35\u00d750 cm, BA1 25\u00d750 cm, BA2 25\u00d745 cm, BA3 20\u00d740 cm, BA4 15\u00d725 cm, BC1 30\u00d740 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\u00d770 cm, K2 60\u00d760 cm; dan fondasi footplate 250\u00d7250\u00d780 cm.",
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            "date_embargo_retained": "2031-01-01",
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