ANALISIS ULANG STRUKTUR ATAS JEMBATAN BETON PRECAST PADA PROYEK JEMBATAN LINGKUNGAN KECAMATAN BADAU, KALIMANTAN BARAT
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
Noviana, Yunita Rani
Rokhman, Abdul
Rokhman, Abdul
Subject
Teknik Sipil
Datestamp
2019-09-09 06:33:00
Abstract :
With the increasing population growth, demands the provision of transportation facilities and infrastructure that adequately offset the increasing needs of the community as well. The reason for the construction of this environmental bridge is due to the lack of reinforcement of the previous bridge which only uses wood as a bridge, making it difficult for vehicles and pedestrians to cross the river crossing, therefore this precast bridge is made to facilitate the community through the river either using vehicles or pedestrians in precisely place Badau sub district West Kalimantan. The construction of this bridge is very simple considering the span of 8.5 meters, and only fabrication in place with diagonal dimensions width 300 millimeter and dimensions height 500 millimeter beam with original design that is square with the bottom structure only abutment and lean concrete. However, this paper only discusses the beams and plates. The plates themselves are halfself and concrete casting. Use this analysis to know in terms of the strength of the previously built wood. And knowing in terms of loading and repetition.
With the increasing population growth, demands the provision of transportation facilities and infrastructure that adequately offset the increasing needs of the community as well. The reason for the construction of this environmental bridge is due to the lack of reinforcement of the previous bridge which only uses wood as a bridge, making it difficult for vehicles and pedestrians to cross the river crossing, therefore this precast bridge is made to facilitate the community through the river either using vehicles or pedestrians in precisely place Badau sub district West Kalimantan. The construction of this bridge is very simple considering the span of 8.5 meters, and only fabrication in place with diagonal dimensions width 300 millimeter and dimensions height 500 millimeter beam with original design that is square with the bottom structure only abutment and lean concrete. However, this paper only discusses the beams and plates. The plates themselves are halfself and concrete casting. Use this analysis to know in terms of the strength of the previously built wood. And knowing in terms of loading and repetition.
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