Studi Komparasi Standar Pembebanan Pada Jembatan Komposit Direktorat Bina Marga Bentang Jembatan 20 Meter Sesuai Dengan Sni Pembebanan 2016
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Institusion
Politeknik Negeri Bengkalis
Author
Mu'amar, Aldi
Subject
421 Teknik Sipil
Datestamp
2021-09-29 09:13:29
Abstract :
The Indonesian government established a standard for calculating bridge structures that is Bridge Standards and Guidelines for the Directorate General of Highways. Over time the rules for calculating have changed. However, the calculation rules in the Bina Marga Standard were not updated. Therefore, it is necessary to calculate the bridge structure in accordance with the latest regulations. The planning that carried out is the planning of a composite bridge structure against an existing calculation using SNI-2016 about loading on a bridge with a span of 20 meters. The planned superstructure includes slabs, girders, diaphragms, walkways, support posts, stud connectors and joints. This desaign planned by LRFD method unschored. Based on the results of the design, the slab thickness is 200 mm with the main reinforcement at the pedestal and the field using iron with diameter 32 mm, while the reinforcement for the pedestal and field using iron with Diameter 29 mm. The girder uses the IWF Profile 900.300.16.28 which is planned with a distance of 1.2 m. The diaphragm uses the IWF profile 500.200.10.16. The sidewalk with a width of 1 m and a thickness of 0.25 m uses the main reinforcement with 16mm Diameter and the side reinforcement using 10mm Diameter.
The Indonesian government established a standard for calculating bridge structures that is Bridge Standards and Guidelines for the Directorate General of Highways. Over time the rules for calculating have changed. However, the calculation rules in the Bina Marga Standard were not updated. Therefore, it is necessary to calculate the bridge structure in accordance with the latest regulations. The planning that carried out is the planning of a composite bridge structure against an existing calculation using SNI-2016 about loading on a bridge with a span of 20 meters. The planned superstructure includes slabs, girders, diaphragms, walkways, support posts, stud connectors and joints. This desaign planned by LRFD method unschored. Based on the results of the design, the slab thickness is 200 mm with the main reinforcement at the pedestal and the field using iron with diameter 32 mm, while the reinforcement for the pedestal and field using iron with Diameter 29 mm. The girder uses the IWF Profile 900.300.16.28 which is planned with a distance of 1.2 m. The diaphragm uses the IWF profile 500.200.10.16. The sidewalk with a width of 1 m and a thickness of 0.25 m uses the main reinforcement with 16mm Diameter and the side reinforcement using 10mm Diameter.
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