Perencanaan Jembatan Sungai Jalan Antara Rupat Utara Menggunakan Struktur Komposit
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Institusion
Politeknik Negeri Bengkalis
Author
Amri, Syahrul
Subject
421 Teknik Sipil
Datestamp
2024-07-05 09:56:38
Abstract :
Bridges are part of the national transportation system that as an important faciliti. River Road Between the Bridge was originally a bridge derived from wood material. Due to the condition of the River Bridge Road Between, it has been damaged, especially in the slab of the bridge, in this case it will be planned to use a composite structure. In this planning, the load analysis will be carried out referring to the Loading Standards for RSNI T-02-2005 and SNI T-03-2005 for the bridge steel structure planning. In this thesis the structure of the bridge is planned including the girder, diaphragm, pedestal, slab, sidewalk, backrest and stepping plate, and the lower structure includes the abutment and foundation using piles. As the result, the main reinforcement slab D13-200, by steel girder profiles using WF 900 × 300 × 16 × 28 mm steel with girder spacing of 1.5 m, with the addition of Cover Plate 300 × 10 mm in the middle span of 15 m, used diaphragm of WF steel 500 × 200 × 10 × 16 mm with a diaphragm distance of 5.5 m, Elestomeric placement type 200 × 250 × 36 mm , with a high abutment of 3.57 m with a number of 16 piles, and a length of piles 15 m
Bridges are part of the national transportation system that as an important faciliti. River Road Between the Bridge was originally a bridge derived from wood material. Due to the condition of the River Bridge Road Between, it has been damaged, especially in the slab of the bridge, in this case it will be planned to use a composite structure. In this planning, the load analysis will be carried out referring to the Loading Standards for RSNI T-02-2005 and SNI T-03-2005 for the bridge steel structure planning. In this thesis the structure of the bridge is planned including the girder, diaphragm, pedestal, slab, sidewalk, backrest and stepping plate, and the lower structure includes the abutment and foundation using piles. As the result, the main reinforcement slab D13-200, by steel girder profiles using WF 900 × 300 × 16 × 28 mm steel with girder spacing of 1.5 m, with the addition of Cover Plate 300 × 10 mm in the middle span of 15 m, used diaphragm of WF steel 500 × 200 × 10 × 16 mm with a diaphragm distance of 5.5 m, Elestomeric placement type 200 × 250 × 36 mm , with a high abutment of 3.57 m with a number of 16 piles, and a length of piles 15 m
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