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MODIFIKASI PERENCANAAN PADA HOTEL ASTON PARAMOUNT MALANG MENGGUNAKAN STRUKTUR BAJA KOMPOSIT DENGAN METODE LRFD ( Load and Resistance Factor Design)

CAHYONO, EKY TRI (2014) MODIFIKASI PERENCANAAN PADA HOTEL ASTON PARAMOUNT MALANG MENGGUNAKAN STRUKTUR BAJA KOMPOSIT DENGAN METODE LRFD ( Load and Resistance Factor Design). Other thesis, University of Muhammadiyah Malang.

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Abstract

Building structure of this final project will be re-modified and redesigned by using composite steel structure. The composite structure between concrete and steel beam is a structure which utilize concrete and steel benefits, working together as a one holder. Those benefits are concrete strong in a deep pressure and steel strong in a high pull. The design of this building is based on “The Ethics of Designing Structure Steel on Building (SNI 03-1729-2002)”, “The Ethics of Designing Endurance Earthquake on Building (SNI 03-1726-2002)” and The Indonesian Rule of Building Load in 1983. Designing of roof plate and floor plate is used composite plate floor deck and armed beam. The thickness of plate roof and plate floor is 120 mm. Floor deck which is used 2” Lok – Floor Gage 20, Produced by United Steel Deck Inc. The Arms that is needed on plate roof D16 – 200 (cross), for plate floor D20 – 200 (cross). On the designing beam is used composite beam system by using WF (Wide Flange) profile WF 400.200.8.13 for cross beam and longitudinal beam. Composite column dimension is 550 x 550 mm, consist of profile WF 400.400.13.21 by using arms longitudinal 8 D22 and arms crossbar D12-275. Displacement joint between steel-profile beam and concrete is used stud kind displacement connection 19 x 90, requirement displacement connection on each beam 40 stud. Beside, column beam joint uses bolt A324 5/8” diameter (15.87 mm), also T plate and elbow plate. Base Plate is designed 508 x 508 mm dimension, with 25 mm thick and base plate hanger to foundation used 25 mm diameter and 800 mm channel length.

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Halimatus Zahroh
Date Deposited: 28 Jan 2015 06:37
Last Modified: 28 Jan 2015 06:37
URI : http://eprints.umm.ac.id/id/eprint/15333

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