PERENCANAAN JEMBATAN RANGKA BAJA SUNGAI TANJUNG KEMALA KABUPATEN OGAN KOMERING ULU TIMUR SUMATERA SELATAN

Abstract

River Bridge construction Tanjung Ulu Ogan Ogan Kemala East South Sumatra Province was built due to replace the old bridge is too small, the structure of the bridge has been damaged, the growth of the community increases and also the flow of the river that separates a road section between the villages. In the plan the design of this bridge, things become a reference in the planning include, calculation backrest, floor plate of vehicles, sidewalks, transverse girder, main frame, bonding wind, trampled plate, wing walls, abutments and foundations. From the above calculation River Bridge Kemala Tanjung Ulu Ogan Ogan East South Sumatra Province is using the backrest 3-inch pipe, vehicle floor plate thickness of 30 cm, width 50 cm Pavement with and height 50 cm, transverse girder using WF profile 700 x 300 x 15 x 28, diagonal tie rods wind above using L profile 180 x 180 x 18, vertical rods bond using the wind on WF profile 300 x 200 x 9 x 14, diagonal tie rods used to wind down L profiles 90 x 90 x 7, Plates Hit , wing walls, abutments and foundation sinks. Keywords: Bridges, Steel Frame, abutments and foundation

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