Evaluasi Retak Struktural Gedung

. Terminal building workshoph as suffered severe damage in a relatively short period of time. Cracks occurred in almost the entire wall of the building. Typicalcracks in building walls indicated there has been a movement in the building structure system. Damage will get worse if left unchecked. The damage can affect the performance of the service station building it self. The research aimed to identify the damage and determined corrective measures. Direct Analysis Method (DAM) AISC-LRFD 2010 with SNI03-2847-2002 and used as a reference forthe performance evaluation of the building structure is attached. The method of analysis used cracked wall panel with contact stress field theory approach. Building maintenance with restoration techniques, retrofitting and strengthening a building maintenance alternative solutions. Structure system configuration with many openings into the cause of the concentrated load. Insufficiency capacity of steel structural components and concrete structural components become weak points that lead to deformation due toa concentrated load