PENGGUNAAN METODE SLOPE DEFLECTION PADA STRUKTUR PORTAL BERGOYANG STATIS TAK TENTU DENGAN KEKAKUAN YANG TIDAK MERATA DALAM SATU BALOK DAN KOLOM

Abstract

Various method which can be used to analyze the statically indeterminate beam with beam's difference stiffness EI is a Slope Deflection method, Consistent Deformation method, Clayperon method, Cross method and Matrix. In this paper the Slope Deflection method will be discussed in the completion of statically indeterminate swaying portal with a difference of the beam's stiffness EI in beam and column. In the application of the Slope Deflection method, there are somethings 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 due to external loads and sway movement.