Analisis Joint Balok Kolom dengan Metode SNI 2847-2013 dan ACI 352R-2002 pada Hotel Serela Lampung

Abstract

This study aimed to analyze the relationship beam-column design at Building Serela Lampung
Hotel, which refers to SNI 2847-2013 and Methods ACI 352R-2002. In the analysis, the existing
shear force on beam-column joint relationship is greater than the shear forces that are on the
beams and columns. Therefore it is necessary that the relationship between the shear
reinforcement. From a review of existing columns and beam size is sufficient to carry the shear
forces that occur. There are differences between the results of the review of planning method SNI
2847-2013 and methods ACI 352R-2002. From the results obtained with SNI 2847-2013 shear
force to review the interior, roof interior, exterior, roof exterior, corner, and roof corner
sequentially as follows: 1682.544 KN; 1380.365 KN; 607.759 KN; 364.932 KN; 607.759 KN;
364.932 KN. While the method of ACI 352R-2002 as follows: 1712.750 KN; 1440.799 KN;
632.642 KN; 413.498 KN; 632.642 KN; 413.498 KN. Although both methods are considered safe
in the planning of the object of study Serela Lampung Hotel but in general planning methods ACI
352R-2002 a higher level of safety and efficiency in terms of planning method SNI 2847-2013 even
greater levels of efficiency.
Keywords: SNI 2847-2013, ACI 352R-2002, joint, beams, columns, seismic load, shear force,
inelastic.