ANALISA BALOK TENGAH JEMBATAN TAPIAN NAULI DESA JUHAR KECAMATAN BANDAR KHALIFAH KABUPATEN SERDANG BEDAGAI (Studi Kasus)

dc.contributor.authorSiburian, Mychael Sanjaya
dc.date.accessioned2025-07-25
dc.date.available2025-07-25
dc.date.issued2023
dc.identifier.uri https://repositori.unhar.ac.id/handle/1558/analisa-balok-tengah-jembatan-tapian-nauli-desa-juhar-kecamatan-bandar-khalifah-kabupaten-serdang-bedagai-studi-kasus
dc.description.abstract The bridge is a construction of an infrastructure that functions to connect roads from a lower obstacle. These barriers are usually other roads (waterways or normal traffic roads). The intent and purpose of the construction of the Tapian Nauli Bridge in Juhar Village, Bandar Khalifah District is as an access road that connects the two villages, namely Juhar Village and Penaga Village, to make it easier for people to interact and socialize between regions. The Tapian Nauli Bridge was built taking into account the compressive strength of the dead load and live load, this bridge uses construction materials that are mutually binding, namely concrete and steel (composite) with a span of 60 meters, the width of the bridge is 5.8 meters, the width of the road is 5 meters and the height of the girder steel 80 cm. The planning of this bridge is guided by RSNI 02-2005 concerning loading standards for bridges. In this plan the Tapian Nauli Bridge uses IWF steel beam profiles 800 x 300 x 14 x 26, with a floor plate thickness of 20 cm Keywords: Bridges, Composites, IWF steel beams 800 x 300 x 14 x 26, Strong Press, RSNI 02-2005 en_US
dc.language.isoenen_US
dc.publisherUniversitas Harapan Medanen_US
dc.subjectANALISA BALOK TENGAH JEMBATAN en_US
dc.titleANALISA BALOK TENGAH JEMBATAN TAPIAN NAULI DESA JUHAR KECAMATAN BANDAR KHALIFAH KABUPATEN SERDANG BEDAGAI (Studi Kasus)en_US
dc.typeSkripsien_US


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