Emergency stop lane design on national road in West Sumatra (case study: Panorama 1 Sitinjau Lauik)
West Sumatra Province has geographical conditions consisting of lowlands and highlands. These geographical conditions certainly affect the geometric conditions of the road, especially on the Panorama 1 Sitinjau Lauik National Road Section. One of the factors that cause accidents is a vehicle that ha...
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| Format: | Article |
| Language: | English |
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EDP Sciences
2023-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/101/e3sconf_icdmm2023_11008.pdf |
| _version_ | 1797345050198278144 |
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| author | Herman Hazmal Irawan Bayu Budi Wijayanti Surya Maiyora Daoed Darwizal |
| author_facet | Herman Hazmal Irawan Bayu Budi Wijayanti Surya Maiyora Daoed Darwizal |
| author_sort | Herman Hazmal |
| collection | DOAJ |
| description | West Sumatra Province has geographical conditions consisting of lowlands and highlands. These geographical conditions certainly affect the geometric conditions of the road, especially on the Panorama 1 Sitinjau Lauik National Road Section. One of the factors that cause accidents is a vehicle that has failed brakes. This study aims to calculate the length of the emergency stop lane; plan the structure of the building; and plan a modeling design. The results of the Emergency Stop Route Design research showed that the overall dimensions were 240 m. Preliminary design results are as follows: Beam (600 mm width and 1100 mm height), Amount of flexural reinforcement: Compression reinforcement 8 D – 25 mm; Tensile reinforcement 4 D – 25 mm; Amount of shear reinforcement: Area of support 2Ø13-100 mm, Area of field 2Ø13-150 mm. Cross beam width 300 mm and height 600 mm. Amount of flexural reinforcement: compression reinforcement 3 D 16 mm; Tensile reinforcement 3 D 16 mm. Number of shear reinforcement: Support area 2Ø13-100 mm and field area 2Ø13-150 mm. For longitudinal reinforcement, the diameter is ø10 – 200 mm, the tie reinforcement has a diameter of ø10 – 200 mm and the vertical reinforcement has a diameter of ø16 – 150 mm. |
| first_indexed | 2024-03-08T11:11:48Z |
| format | Article |
| id | doaj.art-d651535fad3b45dfb942b72978234578 |
| institution | Directory Open Access Journal |
| issn | 2267-1242 |
| language | English |
| last_indexed | 2024-03-08T11:11:48Z |
| publishDate | 2023-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj.art-d651535fad3b45dfb942b729782345782024-01-26T10:41:45ZengEDP SciencesE3S Web of Conferences2267-12422023-01-014641100810.1051/e3sconf/202346411008e3sconf_icdmm2023_11008Emergency stop lane design on national road in West Sumatra (case study: Panorama 1 Sitinjau Lauik)Herman Hazmal0Irawan Bayu Budi1Wijayanti Surya Maiyora2Daoed Darwizal3Civil Engineering Department, Faculty of Pharmacy, Sains and Technology, Universitas Dharma AndalasCivil Engineering Department, Faculty of Pharmacy, Sains and Technology, Universitas Dharma AndalasCivil Engineering Department, Faculty of Pharmacy, Sains and Technology, Universitas Dharma AndalasCivil Engineering Department, Faculty of Engineering, Universitas Andalas, Kampus Unand Limau ManihWest Sumatra Province has geographical conditions consisting of lowlands and highlands. These geographical conditions certainly affect the geometric conditions of the road, especially on the Panorama 1 Sitinjau Lauik National Road Section. One of the factors that cause accidents is a vehicle that has failed brakes. This study aims to calculate the length of the emergency stop lane; plan the structure of the building; and plan a modeling design. The results of the Emergency Stop Route Design research showed that the overall dimensions were 240 m. Preliminary design results are as follows: Beam (600 mm width and 1100 mm height), Amount of flexural reinforcement: Compression reinforcement 8 D – 25 mm; Tensile reinforcement 4 D – 25 mm; Amount of shear reinforcement: Area of support 2Ø13-100 mm, Area of field 2Ø13-150 mm. Cross beam width 300 mm and height 600 mm. Amount of flexural reinforcement: compression reinforcement 3 D 16 mm; Tensile reinforcement 3 D 16 mm. Number of shear reinforcement: Support area 2Ø13-100 mm and field area 2Ø13-150 mm. For longitudinal reinforcement, the diameter is ø10 – 200 mm, the tie reinforcement has a diameter of ø10 – 200 mm and the vertical reinforcement has a diameter of ø16 – 150 mm.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/101/e3sconf_icdmm2023_11008.pdf |
| spellingShingle | Herman Hazmal Irawan Bayu Budi Wijayanti Surya Maiyora Daoed Darwizal Emergency stop lane design on national road in West Sumatra (case study: Panorama 1 Sitinjau Lauik) E3S Web of Conferences |
| title | Emergency stop lane design on national road in West Sumatra (case study: Panorama 1 Sitinjau Lauik) |
| title_full | Emergency stop lane design on national road in West Sumatra (case study: Panorama 1 Sitinjau Lauik) |
| title_fullStr | Emergency stop lane design on national road in West Sumatra (case study: Panorama 1 Sitinjau Lauik) |
| title_full_unstemmed | Emergency stop lane design on national road in West Sumatra (case study: Panorama 1 Sitinjau Lauik) |
| title_short | Emergency stop lane design on national road in West Sumatra (case study: Panorama 1 Sitinjau Lauik) |
| title_sort | emergency stop lane design on national road in west sumatra case study panorama 1 sitinjau lauik |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/101/e3sconf_icdmm2023_11008.pdf |
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