PENGGUNAAN METODE SLOPE DEFLECTION PADA STRUKTUR STATIS TAK TENTU DENGAN KEKAKUAN YANG TIDAK MERATA DALAM SATU BALOK.

Abstract

Slope deflection method is one method that can be used in analyzing the statically indeterminate beam with beam's difference stiffness EI. Another method that can be used is a method Consistent Deformation, Clayperon method, Method and Method Cross Matrix. In this paper the Slope Deflection method will be discussed in the completion of statically indeterminate beam with a difference of the beam's stiffness EI for the completion with this method is quite simple and not difficult. In the application of the Slope Deflection method, there are some things that should be known in advance which is round the corner at a point and moment magnitude of the primary (fixed end moment) at the ends of the beam.