Mega, Waty (2014) Jurnal Kurva S "Jurnal Keilmuan dan Penerapan Teknik Sipil". Universitas Tarumanagara.
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jurnal mega kurva s ttg struktur jembatan vol III NO 1 mar 2014 B 8.pdf Download (9MB) | Preview |
Abstract
Bridge River estuary lies village protuding stumble Loa Kulu District of Kutai regency the bridge is made with reinfoced concrete construction that is an integral part of the vehicle floor. The purpose of the calculation is to determine the needs of the dimensions and reinforcement structures above and below the bridge. The analysis in this calculation using the T-SNI 02-2005 (Standard Charging For Bridge). From the calculations, the bridge 25m long 6m wide bridge. conclusions dimensions and form the main reinforcement beams rumble is 150xm x 60 cm with the main reinforcement and shear reinforcement 20D32 Ø 12-150, 30cm x 50cm aperature beam with reinforcement and shear reinforcement 2D19 D 12 - 200, and 20cm thick slab of vehicles with the main reinforcement and reinforcement for D 16-150 12-150 Ø. The dimensions of the calculation result with the abutment width 3:30m, length 9:00., And height 5:10m.
| Item Type: | Book |
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| Uncontrolled Keywords: | Calculation of the dimensions and reinforcement structures above and below the bridge |
| Subjects: | Penelitian > Fakultas Teknik |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | Puskom untar untar |
| Date Deposited: | 26 Jun 2019 05:39 |
| Last Modified: | 26 Jun 2019 05:39 |
| URI: | http://repository.untar.ac.id/id/eprint/12103 |
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