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All Journal REKAYASA DAN INOVASI TEKNIK SIPIL
M.Afif Shulhan
Universitas Sarjanawiyata Tamansiswa
Civil Engineering, Building, Construction & Architecture Environmental Science Transportation

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ANALISIS JEMBATAN PIPA PDAM BENTANG 40 M Stenly Yohanis Wisi Ate; M.Afif Shulhan; Dimas Langga C.Galuh
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 9 No 2 (2024): October
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v9i2.19307

Abstract

The provision of clean water is one of the basic human needs. In this context, the PDAM pipe bridge is an essential infrastructure that allows clean water to flow from the source to the point of use. The PDAM pipe bridge with a span of 40 meters plays a vital role in delivering clean water to various areas, especially those that are geographically difficult to access. The purpose of this study is to analyze the calculation of load results on a PDAM pipe bridge structure. Based on the load analysis of the bridge structure referring to SNI 1725:2016, the results can be obtained for the Dead Load Structural (MS) as follows: Model 1 (67.38 tons), Model 2 (5.077 tons), Model 3 (11.94 tons), Model 4 (50.11 tons), Model 5 (11.30 tons). The Additional Dead Load (MA) is as follows: Model 1 (5.65 tons), Model 2 (1.49 tons), Model 3 (1.15 tons), Model 4 (5.14 tons), Model 5 (7.20 tons). The Repair Load is as follows: Model 1 (1.8 tons), Model 2 (1.8 tons), Model 3 (1.6 tons), Model 4 (1.4 tons), Model 5 (1.8 tons). The calculations use a WF 250.125.6.9 steel profile.
Co-Authors Dimas Langga C.Galuh Stenly Yohanis Wisi Ate