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MODIFIKASI PERENCANAAN STRUKTUR DENGAN BALOK PRATEKAN PADA GEDUNG HOTEL DAN MALL DI RUAS JALAN MT. HARYONO KENDARI

STABILITA || Jurnal Ilmiah Teknik Sipil · Vol. 1 No. 2 (2013)

DOI
10.55679/jts.v1i2.6738
ISSN
2657-2273, 2338-2899
Terbit
2013-05-01
Penerbit
Fakultas Teknik Jurusan Sipil Universitas Halu Oleo
Bahasa
en

Abstrak

AbstractHouse Hotel and Mall Road MT.Haryono Kendari is a building consisting of six floors and was planned with reinforced concrete structures. In terms of functionality and usefulness, this building does not yet have adequate meeting space so as to enhance the functionality and usefulness of the need for meeting space, which requires a vast place and freely without any hindrance. For the majority of the fields must be eliminated and will cause some long -span beams have. With the ability to carry the load on long -span and behavior that combines high strength concrete with high strength steels are active, it can minimize the use of prestressed concrete structures as well as provide an alternative dimension of proper planning and efficient.Structural design modifications only in terms of technical structure, without considering the economic and aesthetic terms. Modifications made on the 5th floor and 6th floor. Analysis refers to the structure of the building regulations in Indonesia and other supporting regulations. The structure of the planned building structures meet safety requirements, based on the strength and deformation arising from the load acting on the structure with ductility level 2.Especially for prestressed beams, the planning is based on the method of implementation in the field by considering the strength and behavior of structural components at a critical stage since bias given moment. Modified the calculation Prestressed force: 2500 kN, the cable layout: E field = 250 mm, E = 100 mm pedestal, Loss of presstress: 17.9, soft reinforcement installation staging area: 4D - 25 and field areas: 2D - 25. Keywords: Modified, Prestressed Beams

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  • Universitas Halu Oleo
  • Universitas Sembilanbelas November Kolaka
  • Universitas Islam Negeri Ar-Raniry
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Rekan penulisOrganisasiArtikel bersama
sulha sulhaAfiliasi tidak diketahui7
Fathur Rahman RustanUniversitas Sembilanbelas November Kolaka7
Siti Nurjanah AhmadUniversitas Halu Oleo6
Rini SriyaniAfiliasi tidak diketahui5
Wayan MustikaAfiliasi tidak diketahui4
Fitriah FitriahUniversitas Islam Negeri Ar-Raniry4
Tryantini Sundi PutriAfiliasi tidak diketahui3
Ranno Marlany RachmanAfiliasi tidak diketahui3
La WelendoAfiliasi tidak diketahui3
Try Sugiyarto SoeparyantoUniversitas Halu Oleo3
Ahmad Syarif SukriUniversitas Halu Oleo3
Primus SantosoUniversitas Halu Oleo2
Erich Nov Putra RazakAfiliasi tidak diketahui2
Fitriah Mas'udAfiliasi tidak diketahui2
Muh. Handy Dwi AdityawanUniversitas Halu Oleo2
Ridwan Syah NuhunUniversitas Halu Oleo2
Nasrul NasrulUniversitas Halu Oleo2
Adris A. PutraAfiliasi tidak diketahui2
Masdiana MasdianaUniversitas Halu Oleo2
La Ode Muhamad Nurrakhmad ArsyadUniversitas Halu Oleo2
Lukman YunusAfiliasi tidak diketahui1
Lies IndriyaniAfiliasi tidak diketahui1
La Baco S.Afiliasi tidak diketahui1
Edward NgiiUniversitas Halu Oleo1
Rudi BalakaUniversitas Halu Oleo1
Reska Angjella MustarifAfiliasi tidak diketahui1
Muhammad Yusran IlhamAfiliasi tidak diketahui1
Laode Muhammad NurrakhmadAfiliasi tidak diketahui1
Yuni Ikasari Arif RidangkaAfiliasi tidak diketahui1
Muhammad Reza RidwanAfiliasi tidak diketahui1
Billing BillingAfiliasi tidak diketahui1
Bagus FebrionoAfiliasi tidak diketahui1
Aloysius Angela Prima MangiriAfiliasi tidak diketahui1
Rismon RismonAfiliasi tidak diketahui1
Farid DarmawanAfiliasi tidak diketahui1
Aloysius A.P. MangiriAfiliasi tidak diketahui1
itna eka Febriastuti antaAfiliasi tidak diketahui1
munansar munansarAfiliasi tidak diketahui1

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Sumber metadata: OAI-PMH (metadata jurnal) https://ojs.uho.ac.id/index.php/stabilita_jtsuho/oai, pertama di-harvest 31 Okt 2026, terakhir terlihat 1 Nov 2026.
Metadata asli (oai_dc)
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	<dc:title xml:lang="en-US">MODIFIKASI PERENCANAAN STRUKTUR  DENGAN BALOK PRATEKAN  PADA GEDUNG HOTEL DAN MALL DI RUAS JALAN MT. HARYONO KENDARI</dc:title>
	<dc:creator>Talanipa, Romy</dc:creator>
	<dc:creator>Mursidi, Baso</dc:creator>
	<dc:description xml:lang="en-US">AbstractHouse Hotel and Mall Road MT.Haryono Kendari is a building consisting of six floors and was planned with reinforced concrete structures. In terms of functionality and usefulness, this building does not yet have adequate meeting space so as to enhance the functionality and usefulness of the need for meeting space, which requires a vast place and freely without any hindrance. For the majority of the fields must be eliminated and will cause some long -span beams have.                With the ability to carry the load on long -span and behavior that combines high strength concrete with high strength steels are active , it can minimize the use of prestressed concrete structures as well as provide an alternative dimension of proper planning and efficient.Structural design modifications only in terms of technical structure, without considering the economic and aesthetic terms. Modifications made on the 5th floor and 6th floor. Analysis refers to the structure of the building regulations in Indonesia and other supporting regulations. The structure of the planned building structures meet safety requirements, based on the strength and deformation arising from the load acting on the structure with ductility level 2.Especially for prestressed beams, the planning is based on the method of implementation in the field by considering the strength and behavior of structural components at a critical stage since bias given moment. Modified the calculation Prestressed force : 2500 kN , the cable layout : E field = 250 mm , E = 100 mm pedestal , Loss of presstress : 17.9 , soft reinforcement installation staging area : 4D - 25 and field areas : 2D - 25. Keywords: Modified, Prestressed Beams</dc:description>
	<dc:publisher xml:lang="en-US">Fakultas Teknik Jurusan Sipil Universitas Halu Oleo</dc:publisher>
	<dc:contributor xml:lang="en-US"></dc:contributor>
	<dc:date>2013-05-01</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:type xml:lang="en-US">Peer-reviewed Article</dc:type>
	<dc:identifier>https://ojs.uho.ac.id/index.php/stabilita_jtsuho/article/view/6738</dc:identifier>
	<dc:identifier>10.55679/jts.v1i2.6738</dc:identifier>
	<dc:source xml:lang="en-US">STABILITA || Jurnal Ilmiah Teknik Sipil; Vol 1, No 2 (2013): STABILITA || Jurnal Ilmiah Teknik Sipil; Hal. 129 - 138</dc:source>
	<dc:source>2657-2273</dc:source>
	<dc:source>2338-2899</dc:source>
	<dc:source>10.55679/jts.v1i2</dc:source>
	<dc:language>en</dc:language>
	<dc:rights xml:lang="en-US">Copyright (c) 2019 STABILITA || Jurnal Ilmiah Teknik Sipil</dc:rights>
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