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All Journal Journal of Infrastructure Planning and Engineering
Thanh Trung Dang
Department of Civil Engineering, National Central University, Chung-Li, Taoyuan, 32054, Taiwan
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering

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ANALYSIS OF CONTROL BEHAVIOUR OF ARCH ON THROUGH ARCH BRIDGE CONSTRUCTION Krisna Putra Wijaya; Thanh Trung Dang; Cokorda Agung Yujana; I Putu Deny Surastika Aditama; I Gede Dhana Putra Sanjaya
Journal of Infrastructure Planning and Engineering Vol. 3 No. 2 (2024)
Publisher : Master Program of Infrastructure and Environmental Engineering, Postgraduate Program, Warmadewa University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/jipe.3.2.2024.35-40

Abstract

Bridges are structures that need to be well-planned to function optimally. Bridges come in various shapes and sizes, one of them is an arch bridge. Through this thesis preparation the author tried to plan the upper structure of a bridge with an arch type on Tukad Ayung Bridge. The initial planning data includes a length of the existing bridge of 64 m and a width of 15 m. The planning method using LRFD and SAP2000 for the software. The arch rib dimensions in the planning of the through arch steel bridge on Tukad Ayung is 900.600.30.40 box profile with a cross-sectional height. It is using steel material of special type of structural steel for bridges with ASTM A 709 grade 50 specifications. From the analysis result, the stress melting point is fy= 345 MPa and the modulus of elasticity steel is E= 200000 MPa. The cross-sectional height is 900 mm, cross-sectional width is 600 mm, the body thickness (tw) is 30 mm and the wing thickness (tf) is 40 mm.
Co-Authors Cokorda Agung Yujana I Gede Dhana Putra Sanjaya I Putu Deny Surastika Aditama Krisna Putra Wijaya