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PERENCANAAN GEDUNG MESS DAN KANTOR PT. PERKEBUNAN NUSANTARA JAKARTA DENGAN STRUKTUR BETON BERTULANG BERDASARKAN SNI 03-1729-2002

PUTRA, CHRISE PURNAMA (2014) PERENCANAAN GEDUNG MESS DAN KANTOR PT. PERKEBUNAN NUSANTARA JAKARTA DENGAN STRUKTUR BETON BERTULANG BERDASARKAN SNI 03-1729-2002. Other thesis, University of Muhammadiyah Malang.

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Abstract

Structural design of reinforced concrete building structures and the Office Mess PT. PTPN Jakarta aims to determine how large the dimensions and needs structural reinforcement required for each component in the structure of the top and bottom. In this thesis the planned structure of the upper structure using bearer Special Moment Frame System ( SRPMK ) and for the structure under the planned use of Precast Pole Foundations by the SNI 03-2847-2002 and SNI 1726-2010. This structure consists of 5 floors located on soft soil locations ( class E ) based on data from soil N - SPT , which is reviewed by using the equivalent static load analysis of the effect with the help of software Staad.Pro V8i. SRPMK components derived dimensions and Reinforcement, for Beam Reinforcement BI-40/80 longitudinal D22 and Reinforcement tranversal  10, block BI 35/75 D25 and Reinforcement Reinforcement longitudinal tranversal  10, block BI 25/50 D25 longitudinal Reinforcement and Reinforcement tranversal  10, and for the field of K-600x600 D25 longitudinal Reinforcement and Reinforcement tranversal 10, column longitudinal K-D25 500x500 Reinforcement and Reinforcement tranversal 10, column longitudinal K-D25 350x350 Reinforcement and Reinforcement tranversal 10, foundation pillars recovered D 400 and D 300 mm Spun Pile type Holow, at depth of 18 meters.

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering (22201)
Depositing User: Halimatus Zahroh
Date Deposited: 28 Jan 2015 04:13
Last Modified: 28 Jan 2015 04:13
URI : http://eprints.umm.ac.id/id/eprint/15299

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