KRISTIAWAN, CUNCUN (2006) STUDI PERENCANAAN STRUKTUR JEMBATAN RANGKA BAJA DENGAN PONDASI TIANG PANCANG PADA JEMBATAN JUGO KESAMBEN BLITAR. Other thesis, University of Muhammadiyah Malang.
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STUDI_PERENCANAAN_STRUKTUR_JEMBATAN_RANGKABAJA_DENGAN_PONDASI_TIANG_PANCANGPADA_JEMBATAN_JUGO_KESAMBEN_BLITAR.pdf Download (123kB) | Preview |
Abstract
Bridge as a component of the highway, has significance and is a construction made for connecting roads cut off by natural circumstances. One of the conditions of planning has the power bridge is at least as powerful as the construction itself, also meet the technical nature: strong, safe, durable and can not be separated in terms of function, construction, aesthetics and feasibility. Selection using truss bridge (steel) because it spans more than 30 m, more secure in terms of strength and has an element of aesthetics / art. For buildings under construction on the bridge frame is used types of "Austria" that the discussion include: the calculation of the floor plate of the vehicle, the calculation of longitudinal girder and transverse girder, the calculation of the main girder, the calculation of wind ties, the calculation of node placement and construction calculations. The method of analysis in the calculation of reinforced concrete slab vehicles using SK SNI T-15-1991-03. To analyze the load based on the BRIDGE MANAGEMENT SYSTEM (BMS), the Department of Public Works. In planning the structure of the calculation, the longitudinal girder using WF profile (300 x 200 x 8 x 12) mm, the transverse beam profile using the profile of WF (400 x 400 x 20 x 35) mm, the main girder using WF profile (400 x 400 x 16 x 24) mm. Institute of winds above using a double elbow profile 80.80.8 mm. For the portal end use profiles WF (400 x 400 x 18 x 28) mm, WF (250 x 125 x 6 x 9) mm. For diagonal wind on bond under the profile of 80.80.8 mm double elbow. At the bottom structural design (abutment and pillars) are planned with the quality of 30 Mpa, abutment dimensions are planned with a width of 4.5 m length 10m, height of 6.5 m. While the pier has a dimension of 8m width, length 11m, height of 13.3 m. For the safety factor between the abutment and the pier is taken equal to 1.5. To obtain security against the rolling abutment of 1.61, the shear of 1.83, while for the pier to bolster security obtained as 1.54, the shear of 3.47. The foundation for the abutment using a diameter of 45 cm obtained 8Ø12 reinforcement.
| Item Type: | Thesis (Other) |
|---|---|
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering > Department of Civil Engineering (22201) |
| Depositing User: | Rayi Tegar Pamungkas |
| Date Deposited: | 17 Jul 2012 01:34 |
| Last Modified: | 17 Jul 2012 01:34 |
| URI : | http://eprints.umm.ac.id/id/eprint/12220 |
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