Pratama, Muhammad Andrian and Novania, Veny (2015) PERENCANAAN SHOWROOM YAMAHA DI JALAN KAPTEN A. RIVAI PALEMBANG. Other thesis, Politeknik Negeri Sriwijaya.
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Abstract
PT Thamrin Brothers is one of the companies engaged in the field of automotive dealers for Yamaha brand motorcycles. With the rapid development of an area will certainly also increased population density. The government would have to plan and build the infrastructure to serve the needs of the public. See of it, the PT. Thamrin Brother expanding by building a network of Yamaha Showroom precisely in Palembang. At this building structure using steel materials and using borepile pile foundation. This structural design based on the basic rules SNI 03- 1729-2002 as well as other books related to the planning of the steel structure. From the planning Yamaha Showroom in the street Captain A. Rival is used foundation borpile uk. 40x40 cm with a depth of 9 m, the dimensions of 50x50 and using a steel column with WF profile 200.200.8.12 to column 5 floors, columns 1-4 to use profile WF 400.400.13.21, In planning the beam, the beam transverse children using WF profile. 125.60.6.8. In the longitudinal joists as A1 using WF 300.150.6,5.9 profile and joists as A3 lengthwise using profile WF 300.200.8.12. In the transverse beam using WF 600.300.14.23 profile, to beam lengthwise using profile WF 300.150.6,5.9., As well as floor plate thickness is 90 mm. Based on calculations it can be concluded that this structure is stable and secure
| Item Type: | Thesis (Other) |
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| Uncontrolled Keywords: | Rival is used foundation borpile uk. 40x40 cm with a depth of 9 m, the dimensions of 50x50 and using a steel column with WF profile 200.200.8.12 to column 5 floors, columns 1-4 to use profile WF 400.400.13.21, In planning the beam, the beam transverse children using WF profile. 125.60.6.8. In the longitudinal joists as A1 using WF 300.150.6,5.9 profile and joists as A3 lengthwise using profile WF 300.200.8.12. In the transverse beam using WF 600.300.14.23 profile, to beam lengthwise using profile WF 300.150.6,5.9., As well as floor plate thickness is 90 mm. Based on calculations it can be concluded that this structure is stable and secure. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 18 Nov 2015 08:52 |
| Last Modified: | 18 Nov 2015 08:52 |
| URI: | http://eprints.polsri.ac.id/id/eprint/1506 |
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