ANALISA DIMENSI DAN TULANGAN BALOK PADA GEDUNG R1 GABUNG NO. 2, 6, 8, 10, 12, 16 RUKO CITRALAND BAGYA CITY MEDAN

Simbolon, Romantin Maya Rona (2016) ANALISA DIMENSI DAN TULANGAN BALOK PADA GEDUNG R1 GABUNG NO. 2, 6, 8, 10, 12, 16 RUKO CITRALAND BAGYA CITY MEDAN. Diploma thesis, UNIMED.

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Abstract

Dalam perencanaan sebuah struktur perlu dilakukan analisis yang matang dengan memperhatikan beban-beban yang muncul pada struktur agar didapat perencanaan yang aman dan efisien, sehingga keruntuhan pada bangunan dapat dihindari. Dalam perencanaan pada tugas akhir ini, hanya merencanakan struktur balok yang mengacu pada standar yang ada, yaitu: SK SNI–T–15–1991–03. Dengan menghitung pembebanan pada balok, lalu melakukan analisis dengan bantuan software SAP 2000. Maka dapat dilakukan perencanaan dimensi dan tulangan balok sehingga diperoleh penulangan yang aman dan efisien. Setelah melakukan perencanaan dimensi dan penulangan, maka diperoleh dimensi balok atap 30x50 cm dengan tulangan tumpuan pada atap 4D16 dan 5D16, dan tulangan lapangan 5D16 dengan sengkang 10 – 160, dimensi balok lantai 2, 3 & 4 yaitu 30x50 cm dengan tulangan tumpuan pada atap 6D16 dan 7D16, dan tulangan lapangan 6D16 dengan sengkang 10 – 110.

Item Type: Thesis (Diploma)
Contributors:
ContributionNameNIDN/NIDK
Thesis advisorSutrisno, 197010072008121002
Call Number: D3-2016 SPL 015
Keywords: Dimensi; Tulangan;Gedung
Subjects: T Technology > TH Building construction
T Technology > TH Building construction > TH6101 Plumbing and pipefitting
Divisions: Fakultas Teknik > D3 Teknik Sipil
Depositing User: Mr Maknun
Date Deposited: 29 Nov 2016 04:01
URI: http://digilib.unimed.ac.id/id/eprint/21731

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