Abstract
RSUD Sidoarjo plans to add a roof structure which requires redesign of the roof structure, main structure and lower structure for the addition of these structures. The data required is a drawing of existing building and soil data. The analysis process are using manual calculations and SAP 2000. Based on the analysis results, obtained the profile used by the roof of WF 200x100x5,5x8 with bolt joints, the floor of the building using a two-way plate system with a thickness of 12 cm, dimensions and the number of reinforcement in the main beam of 40/75 (5D16 & 3D16), joist of 20/30 (4D16 & 2D16), column of 700x700 (8D29), sloof of 40/40 and bore pile of 550 mm.
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