EVALUASI KEKUATAN DAN DETAILING TULANGAN BALOK BETON BERTULANG SESUAI SNI 2847:2013 DAN 1726:2012 (STUDI KASUS : HOTEL 10 LANTAI DI SEMARANG)

Major natural disasters that struck Indonesia have undermined many traditional and modern building technology . In general the structure of the multi-storey building in the form of an open frame structure without shear walls of reinforced concrete with brick walls as fillers. Evaluation of the structural components to be seen how different reinforcement detailing structural elements of reinforced concrete beams were evaluated according to (SNI 1726 : 2012) and (SNI 2847 : 2013) , knowing the strength of the reinforcement installed in the field by calculating the analysis looks for existing bending and shear beam . The evaluation was done on the structure of the 10 floor hotel in Semarang with Special Moment Frame System bearers (SRPMK) . The results showed that the whole drift rate to a 10th Floor Hotel at Semarang meet the requirements (Δ) 25 mm , clean spaces between layers meet the requirements of > 40 mm . Reinforcement transverse mounted on a pedestal D10-100 installed as far 1 / 4L (1637.5 mm) to meet the requirements detailing 100 mm 2h (1200 mm) and at midspan mounted D150-100 , meet the requirements detailling < d / 2 ( 270.25 mm ) . The length of the connection throughput for longitudinal reinforcement ld (740 mm) < to the terms detailing 48dB (912 mm)