ANALISA TULANGAN KOLOM PADA BANGUNAN RUKO BERLANTAI TIGA

Bakara, Ricky (2014) ANALISA TULANGAN KOLOM PADA BANGUNAN RUKO BERLANTAI TIGA. Undergraduate thesis, UNIMED.

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Abstract

Kolom adalah batang tekan vertikal dari rangka struktur yang memikul beban dari balok, lantai, dan atap. Kolom merupakan suatu elemen struktur tekan yang memegang peranan penting dari suatu bangunan, sehingga keruntuhan pada suatu kolom merupakan lokasi kritis yang dapat menyebabkan runtuhnya (collapse) lantai yang bersangkutan dan juga runtuh total (total collapse) seluruh struktur (Sudarmoko, 1996). Tujuan penulisan TA ini adalah untuk mendimensi dan menentukan kebutuhan tulangan lentur dan tulangan geser pada bangunan ruko berlantai tiga. Dalam merencanakan bangunan ruko berlantai tiga diperlukan data-data yang akurat sehingga mendapatkan hasil yang akurat yang dalam hal ini adalah merencanakan kolom pada ruko berlantai tiga. Untuk merencanakan dimensi kolom, tulangan, dan juga tulangan geser terlebih dahulu dicari gaya-gaya dalam yang dalam hal ini menggunakan bantuan software SAP 2000. Setelah dihitung didapat hasil bahwa dimensi kolom pada lantai III= (400 x 400) mm, lantai II= (500 x 500) mm, dan lantai I= (500 x 500) mm. Tulangan kolom lantai III = 8Ø16 , lantai II = 9Ø14, dan lantai I = 9Ø14. Tulangan geser kolom lantai III = Ø8-15 cm , lantai II = Ø8-15 cm dan tulangan geser pada kolom lantai I = Ø8-15 cm.

Item Type: Thesis (Undergraduate)
Contributors:
ContributionNameNIDN/NIDK
UNSPECIFIEDSutrisno, sutrisno195712121982031002
Call Number: 691.9 Bak a
Keywords: Struktur Bangunan; Perencanaan Struktur; Kolom; Baja Tulangan; Diagram Interaksi Desain
Subjects: T Technology > T Technology (General)
Divisions: Fakultas Teknik > D3 Teknik Sipil
Depositing User: astina hartono lubis
Date Deposited: 02 Sep 2016 04:13
URI: http://digilib.unimed.ac.id/id/eprint/19080

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