DESIGN UPPER STRUCTURE OF CABLE STAYED BRIDGE

SETIYAWAN, DEDI and SUGIYANTORO, SUGIYANTORO (2018) DESIGN UPPER STRUCTURE OF CABLE STAYED BRIDGE. Undergraduate thesis, Fakultas Teknik UNISSULA.

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Abstract

Bridge is an important part of infrastructure of land transportation, both roadway and railway. In a length of roadway or railway absolutely will pass rivers, valleys, or will pass seperated of roadway or railway intersection. To be able to pass those obstructions, bridges must be build. Bridge construction must be srongth enough to withstand heavy truck which pass over the bridge, must be strongth enough to withstand side wind blow, and must be strongh enough to withstand shake of earthquick. From the materials use, there are known woode bridge, steel bridge, concrete bridge and composite bridge, the bridge consist of steel and concrete. From the system of load distribution to bridge foundation, there are girder bridge and system and truss bridge system, while from the position of traffic, there are known upper traffic bridge and bottom traffic bridge. In addition, also known Cable Styaed bridge and Suspension Bridge. In this final assignment will be designed and calculated upperstructure of cable stayed bridge. Selection of cable stayed bridge since this type of bridge can have long span without have to build pylar in the midle of span of the bridge, and can be constructed over the deep valley. Design and calculation of the bridge are started with prelimanry design include determination of span of bridge, determination width of bridge, determination of load, and determination of materials to be used, and also detrmination of pylon. Calculations are performed using computer software MIDAS CIVIL based on design parameter according to newest regulation. Beside using software MIDAS CIVIL, design and calculation of cable stayed bridge also use bridge loading standard RSNI T-02-2005 and for designing and calculating steel structure using RSNI T-03-2005. The loads to be calculated in designing the bridge are bridge load, T load, D load, wind load, and earthquake load. The results of design and calculation are cable stayed brdige which can withstand 15,642 kN/m of traffic load for UDL, 191,101 kN/m for KEL, and 1,76 kN/m of wind load. Bridge structure consist of reinforced concrete slab 25 cm thickness, longspan box girder BJ-50 – (200 x 300)cm, BJ-41 with steel profile WF 1200.450.16.38 for cross girder, rib using steel BJ-41 profile 700.300.15.28, shear connector Ø 22 mm, cable strand 48, pylon f c 50 MPa (200 x 300) cm.

Item Type: Thesis (Undergraduate)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik
Fakultas Teknik > Teknik Sipil
Depositing User: Pustakawan UNISSULA
Date Deposited: 29 Oct 2018 04:54
Last Modified: 29 Oct 2018 04:54
URI: http://repository.unissula.ac.id/id/eprint/11573

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