Abstract
The record building is located on the location of the B campus of the Hasyim Asy'ari University Tebuireng - Jombang which functions as an academic and administrative center for all faculties. The planned improvement of the new rectorate building consists of 7 floors with a height of 32.40 m and a building area of 574 m2. The main purpose of the research is to produce a picture of the structure of the new rector's building. The new rector's building structure planning uses a single system in the form of a special moment bearing frame system (SRPMK) and modeling uses an application program to calculate the moment and reaction of the components of floor plates, stairs, beams, columns, sloof and poerplat with earthquake load design using the equivalent static method. The regulations used for planning use SNI 1726-2012, SNI 2847-2013, SNI 1727-2013 and PPIUG-1983. The results of analysis and design in the new rectorate building produce primary structural components in the form of beams B1 = 450 x 600, B3 = 350 x 500 and columns K1 = 700 x 700, K2 = 600 x 600 that have met the cross section requirements for special moment bearing frame systems and the mechanism of the Strong Column Weak Beam. Secondary structural components in the form of plates with thickness = 13 cm. Lower structure components are SLO SL = 400 x 800 and template P1 = 2100 x 2100 x 650 and 35 cm minile at a depth of 14 meters.
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