COMPARISON STUDY OF LOADING AND STYLE IN PRATEGNED PC-T (Prestressed Concrete-T) BEAM USING SNI-1725-2016 AND RSNI T-02-2005
Keywords:PCT Girder, CSI Bridge, flexural, pre-stress
Comparison of loading and force in the PC-T beam (prestressed concrete-T) girder using SNI-1725-2016 and RSNI T-02-2005 standards. This study aims to make a PC-T (prestressed concrete-T) girder modeling using the CSI BBridge application for structural planning, after which it can analyze the internal forces and deflection of the PC-T (prestressed concrete-T) girder using the CSI Bridge application, then compare by using SNI-1725-2016 and RSNI T-02-2005. The method of this final project is carried out in several stages, namely collecting the required data, calculating the load, modeling the structure, and comparing the structures using SNI-1725- 2016 and RSNI T-02-2005. The load planning consists of self-dead load (MS), additional dead load (MA), traffic load (TD), brake force (TB), wind load (EW), temperature influence (ET), and earthquake load (EQ). . The result of the comparison of the load states that the value of SNI- 1725-2016 tends to be smaller than that of RSNI T-02-2005.