Fix PG Pondasi

SoalSOAL PAK TEGUH

KETERANGAN :FungsiRuang KuliahLokasiBandar LampungTanahSedang3.8L4Tingkat10StrukturOpen Frame (SRPM)Balok AnakArah XPROPERTIS BAHANL1f'c25Mpa10.4Fy Pokok400MpaFy Sengk.370Mpa

KETERANGAN :Tinggi (h)3.8mL3L4L27.83.84.2Lingkup Pekerjaana. Pembebanan portal akibat distribusi beban pelat dan gempab. Analisis struktur portal dengan SAP2000/ETABSc. Rencana penulangan lentur balokd. Hitung momen kapasitas baloke. Rencana penulangan geser balokf. Hitung momen dan gaya aksial kolomg. Pembuatan diagram Mn-Pn kolomh. Rencana penulangan kolomi. Rencana penulangan geser kolomj. Rencana penulangan beam column joint

Label FrameB1B2B3B1(ATAP)-1B1(LT.1-3)-1B1(LT.4-6)-1B1(LT.7-9)-1B2(ATAP)-1B2(LT.1-3)-1B2(LT.4-6)-1B2(LT.7-9)-1B3(ATAP)-1B3(LT.1-3)-1B3(LT.4-6)-1B3(LT.7-9)-1B1(ATAP)-2B1(LT.1-3)-2B1(LT.4-6)-2B1(LT.7-9)-2B2(ATAP)-2B2(LT.1-3)-2B2(LT.4-6)-2B2(LT.7-9)-2B3(ATAP)-2B3(LT.1-3)-2B3(LT.4-6)-2B3(LT.7-9)-2B1(ATAP)-3B1(LT.1-3)-3B1(LT.4-6)-3B1(LT.7-9)-3B2(ATAP)-3B2(LT.1-3)-3B2(LT.4-6)-3B2(LT.7-9)-3B3(ATAP)-3B3(LT.1-3)-3B3(LT.4-6)-3B3(LT.7-9)-3B1(ATAP)-4B1(LT.1-3)-4B1(LT.4-6)-4B1(LT.7-9)-4B2(ATAP)-4B2(LT.1-3)-4B2(LT.4-6)-4B2(LT.7-9)-4B3(ATAP)-4B3(LT.1-3)-4B3(LT.4-6)-4B3(LT.7-9)-4B1(ATAP)-5B1(LT.1-3)-5B1(LT.4-6)-5B1(LT.7-9)-5B2(ATAP)-5B2(LT.1-3)-5B2(LT.4-6)-5B2(LT.7-9)-5B3(LT.1-3)-5B3(LT.4-6)-5B3(LT.7-9)-5B1(ATAP)-6B1(LT.1-3)-6B1(LT.4-6)-6B1(LT.7-9)-6B2(ATAP)-6B2(LT.1-3)-6B2(LT.4-6)-6B2(LT.7-9)-6B3(LT.1-3)-6B3(LT.4-6)-6B3(LT.7-9)-6B1(ATAP)-7B1(LT.1-3)-7B1(LT.4-6)-7B1(LT.7-9)-7B2(ATAP)-7B2(LT.1-3)-7B2(LT.4-6)-7B2(LT.7-9)-7B3(LT.1-3)-7B3(LT.4-6)-7B3(LT.7-9)-7B1(ATAP)-8B1(LT.1-3)-8B1(LT.4-6)-8B1(LT.7-9)-8B2(ATAP)-8B2(LT.1-3)-8B2(LT.4-6)-8B2(LT.7-9)-8B3(LT.1-3)-8B3(LT.4-6)-8B3(LT.7-9)-8B1(ATAP)-9B1(LT.1-3)-9B1(LT.4-6)-9B1(LT.7-9)-9B2(ATAP)-9B2(LT.1-3)-9B2(LT.4-6)-9B2(LT.7-9)-9B3(LT.1-3)-9B3(LT.4-6)-9B3(LT.7-9)-9B1(ATAP)-10B1(LT.1-3)-10B1(LT.4-6)-10B1(LT.7-9)-10B2(ATAP)-10B2(LT.1-3)-10B2(LT.4-6)-10B2(LT.7-9)-10B3(LT.1-3)-10B3(LT.4-6)-10B3(LT.7-9)-10B1(ATAP)-11B1(LT.1-3)-11B1(LT.4-6)-11B1(LT.7-9)-11B2(ATAP)-11B2(LT.1-3)-11B2(LT.4-6)-11B2(LT.7-9)-11B3(LT.1-3)-11B3(LT.4-6)-11B3(LT.7-9)-11B1(ATAP)-12B1(LT.1-3)-12B1(LT.4-6)-12B1(LT.7-9)-12B2(ATAP)-12B2(LT.1-3)-12B2(LT.4-6)-12B2(LT.7-9)-12B3(LT.1-3)-12B3(LT.4-6)-12B3(LT.7-9)-12B1(LT.1-3)-13B1(LT.4-6)-13B1(LT.7-9)-13B2(ATAP)-13B2(LT.1-3)-13B2(LT.4-6)-13B2(LT.7-9)-13B1(LT.1-3)-14B1(LT.4-6)-14B1(LT.7-9)-14B2(ATAP)-14B2(LT.1-3)-14B2(LT.4-6)-14B2(LT.7-9)-14B1(LT.1-3)-15B1(LT.4-6)-15B1(LT.7-9)-15B2(ATAP)-15B2(LT.1-3)-15B2(LT.4-6)-15B2(LT.7-9)-15B1(LT.1-3)-16B1(LT.4-6)-16B1(LT.7-9)-16B2(ATAP)-16B2(LT.1-3)-16B2(LT.4-6)-16B2(LT.7-9)-16B1(LT.1-3)-17B1(LT.4-6)-17B1(LT.7-9)-17B2(ATAP)-17B2(LT.1-3)-17B2(LT.4-6)-17B2(LT.7-9)-17B1(LT.1-3)-18B1(LT.4-6)-18B1(LT.7-9)-18B2(ATAP)-18B2(LT.1-3)-18B2(LT.4-6)-18B2(LT.7-9)-18B1(LT.1-3)-19B1(LT.4-6)-19B1(LT.7-9)-19B2(ATAP)-19B2(LT.1-3)-19B2(LT.4-6)-19B2(LT.7-9)-19B1(LT.1-3)-20B1(LT.4-6)-20B1(LT.7-9)-20B2(ATAP)-20B2(LT.1-3)-20B2(LT.4-6)-20B2(LT.7-9)-20B1(LT.1-3)-21B1(LT.4-6)-21B1(LT.7-9)-21B2(ATAP)-21B2(LT.1-3)-21B2(LT.4-6)-21B2(LT.7-9)-21B1(LT.1-3)-22B1(LT.4-6)-22B1(LT.7-9)-22B2(ATAP)-22B2(LT.1-3)-22B2(LT.4-6)-22B2(LT.7-9)-22B1(LT.1-3)-23B1(LT.4-6)-23B1(LT.7-9)-23B2(ATAP)-23B2(LT.1-3)-23B2(LT.4-6)-23B2(LT.7-9)-23B1(LT.1-3)-24B1(LT.4-6)-24B1(LT.7-9)-24B2(ATAP)-24B2(LT.1-3)-24B2(LT.4-6)-24B2(LT.7-9)-24B1(LT.1-3)-25B1(LT.4-6)-25B1(LT.7-9)-25B2(ATAP)-25B2(LT.1-3)-25B2(LT.4-6)-25B2(LT.7-9)-25B1(LT.1-3)-26B1(LT.4-6)-26B1(LT.7-9)-26B2(LT.1-3)-26B2(LT.4-6)-26B2(LT.7-9)-26B1(LT.1-3)-27B1(LT.4-6)-27B1(LT.7-9)-27B2(LT.1-3)-27B2(LT.4-6)-27B2(LT.7-9)-27B1(LT.1-3)-28B1(LT.4-6)-28B1(LT.7-9)-28B2(LT.1-3)-28B2(LT.4-6)-28B2(LT.7-9)-28B1(LT.1-3)-29B1(LT.4-6)-29B1(LT.7-9)-29B2(LT.1-3)-29B2(LT.4-6)-29B2(LT.7-9)-29B1(LT.1-3)-30B1(LT.4-6)-30B1(LT.7-9)-30B2(LT.1-3)-30B2(LT.4-6)-30B2(LT.7-9)-30B1(LT.1-3)-31B1(LT.4-6)-31B1(LT.7-9)-31B2(LT.1-3)-31B2(LT.4-6)-31B2(LT.7-9)-31B1(LT.1-3)-32B1(LT.4-6)-32B1(LT.7-9)-32B2(LT.1-3)-32B2(LT.4-6)-32B2(LT.7-9)-32B1(LT.1-3)-33B1(LT.4-6)-33B1(LT.7-9)-33B2(LT.1-3)-33B2(LT.4-6)-33B2(LT.7-9)-33B1(LT.1-3)-34B1(LT.4-6)-34B1(LT.7-9)-34B2(LT.1-3)-34B2(LT.4-6)-34B2(LT.7-9)-34B1(LT.1-3)-35B1(LT.4-6)-35B1(LT.7-9)-35B2(LT.1-3)-35B2(LT.4-6)-35B2(LT.7-9)-35B1(LT.1-3)-36B1(LT.4-6)-36B1(LT.7-9)-36B2(LT.1-3)-36B2(LT.4-6)-36B2(LT.7-9)-36B2(LT.1-3)-37B2(LT.4-6)-37B2(LT.7-9)-37B2(LT.1-3)-38B2(LT.4-6)-38B2(LT.7-9)-38B2(LT.1-3)-39B2(LT.4-6)-39B2(LT.7-9)-39B2(LT.1-3)-40B2(LT.4-6)-40B2(LT.7-9)-40B2(LT.1-3)-41B2(LT.4-6)-41B2(LT.7-9)-41B2(LT.1-3)-42B2(LT.4-6)-42B2(LT.7-9)-42B2(LT.1-3)-43B2(LT.4-6)-43B2(LT.7-9)-43B2(LT.1-3)-44B2(LT.4-6)-44B2(LT.7-9)-44B2(LT.1-3)-45B2(LT.4-6)-45B2(LT.7-9)-45B2(LT.1-3)-46B2(LT.4-6)-46B2(LT.7-9)-46B2(LT.1-3)-47B2(LT.4-6)-47B2(LT.7-9)-47B2(LT.1-3)-48B2(LT.4-6)-48B2(LT.7-9)-48B2(LT.1-3)-49B2(LT.4-6)-49B2(LT.7-9)-49B2(LT.1-3)-50B2(LT.4-6)-50B2(LT.7-9)-50B2(LT.1-3)-51B2(LT.4-6)-51B2(LT.7-9)-51B2(LT.1-3)-52B2(LT.4-6)-52B2(LT.7-9)-52B2(LT.1-3)-53B2(LT.4-6)-53B2(LT.7-9)-53B2(LT.1-3)-54B2(LT.4-6)-54B2(LT.7-9)-54B2(LT.1-3)-55B2(LT.4-6)-55B2(LT.7-9)-55B2(LT.1-3)-56B2(LT.4-6)-56B2(LT.7-9)-56B2(LT.1-3)-57B2(LT.4-6)-57B2(LT.7-9)-57B2(LT.1-3)-58B2(LT.4-6)-58B2(LT.7-9)-58B2(LT.1-3)-59B2(LT.4-6)-59B2(LT.7-9)-59B2(LT.1-3)-60B2(LT.4-6)-60B2(LT.7-9)-60

Ba1Ba2Ba3Ba1(ATAP)-1Ba1(LT.1-3)-1Ba1(LT.4-6)-1Ba1(LT.7-9)-1Ba2(ATAP)-1Ba2(LT.1-3)-1Ba2(LT.4-6)-1Ba2(LT.7-9)-1Ba3(ATAP)-1Ba3(LT.1-3)-1Ba3(LT.4-6)-1Ba3(LT.7-9)-1Ba1(ATAP)-2Ba1(LT.1-3)-2Ba1(LT.4-6)-2Ba1(LT.7-9)-2Ba2(ATAP)-2Ba2(LT.1-3)-2Ba2(LT.4-6)-2Ba2(LT.7-9)-2Ba3(ATAP)-2Ba3(LT.1-3)-2Ba3(LT.4-6)-2Ba3(LT.7-9)-2Ba1(ATAP)-3Ba1(LT.1-3)-3Ba1(LT.4-6)-3Ba1(LT.7-9)-3Ba2(ATAP)-3Ba2(LT.1-3)-3Ba2(LT.4-6)-3Ba2(LT.7-9)-3Ba3(ATAP)-3Ba3(LT.1-3)-3Ba3(LT.4-6)-3Ba3(LT.7-9)-3Ba1(ATAP)-4Ba1(LT.1-3)-4Ba1(LT.4-6)-4Ba1(LT.7-9)-4Ba2(ATAP)-4Ba2(LT.1-3)-4Ba2(LT.4-6)-4Ba2(LT.7-9)-4Ba3(ATAP)-4Ba3(LT.1-3)-4Ba3(LT.4-6)-4Ba3(LT.7-9)-4Ba1(ATAP)-5Ba1(LT.1-3)-5Ba1(LT.4-6)-5Ba1(LT.7-9)-5Ba2(ATAP)-5Ba2(LT.1-3)-5Ba2(LT.4-6)-5Ba2(LT.7-9)-5Ba3(ATAP)-5Ba3(LT.1-3)-5Ba3(LT.4-6)-5Ba3(LT.7-9)-5Ba1(ATAP)-6Ba1(LT.1-3)-6Ba1(LT.4-6)-6Ba1(LT.7-9)-6Ba2(ATAP)-6Ba2(LT.1-3)-6Ba2(LT.4-6)-6Ba2(LT.7-9)-6Ba3(LT.1-3)-6Ba3(LT.4-6)-6Ba3(LT.7-9)-6Ba1(ATAP)-7Ba1(LT.1-3)-7Ba1(LT.4-6)-7Ba1(LT.7-9)-7Ba2(ATAP)-7Ba2(LT.1-3)-7Ba2(LT.4-6)-7Ba2(LT.7-9)-7Ba3(LT.1-3)-7Ba3(LT.4-6)-7Ba3(LT.7-9)-7Ba1(ATAP)-8Ba1(LT.1-3)-8Ba1(LT.4-6)-8Ba1(LT.7-9)-8Ba2(ATAP)-8Ba2(LT.1-3)-8Ba2(LT.4-6)-8Ba2(LT.7-9)-8Ba3(LT.1-3)-8Ba3(LT.4-6)-8Ba3(LT.7-9)-8Ba1(ATAP)-9Ba1(LT.1-3)-9Ba1(LT.4-6)-9Ba1(LT.7-9)-9Ba2(ATAP)-9Ba2(LT.1-3)-9Ba2(LT.4-6)-9Ba2(LT.7-9)-9Ba3(LT.1-3)-9Ba3(LT.4-6)-9Ba3(LT.7-9)-9Ba1(ATAP)-10Ba1(LT.1-3)-10Ba1(LT.4-6)-10Ba1(LT.7-9)-10Ba2(ATAP)-10Ba2(LT.1-3)-10Ba2(LT.4-6)-10Ba2(LT.7-9)-10Ba3(LT.1-3)-10Ba3(LT.4-6)-10Ba3(LT.7-9)-10Ba1(ATAP)-11Ba1(LT.1-3)-11Ba1(LT.4-6)-11Ba1(LT.7-9)-11Ba2(ATAP)-11Ba2(LT.1-3)-11Ba2(LT.4-6)-11Ba2(LT.7-9)-11Ba3(LT.1-3)-11Ba3(LT.4-6)-11Ba3(LT.7-9)-11Ba1(ATAP)-12Ba1(LT.1-3)-12Ba1(LT.4-6)-12Ba1(LT.7-9)-12Ba2(ATAP)-12Ba2(LT.1-3)-12Ba2(LT.4-6)-12Ba2(LT.7-9)-12Ba3(LT.1-3)-12Ba3(LT.4-6)-12Ba3(LT.7-9)-12Ba1(LT.1-3)-13Ba1(LT.4-6)-13Ba1(LT.7-9)-13Ba2(ATAP)-13Ba2(LT.1-3)-13Ba2(LT.4-6)-13Ba2(LT.7-9)-13Ba3(LT.1-3)-13Ba3(LT.4-6)-13Ba3(LT.7-9)-13Ba1(LT.1-3)-14Ba1(LT.4-6)-14Ba1(LT.7-9)-14Ba2(LT.1-3)-14Ba2(LT.4-6)-14Ba2(LT.7-9)-14Ba3(LT.1-3)-14Ba3(LT.4-6)-14Ba3(LT.7-9)-14Ba1(LT.1-3)-15Ba1(LT.4-6)-15Ba1(LT.7-9)-15Ba2(LT.1-3)-15Ba2(LT.4-6)-15Ba2(LT.7-9)-15Ba3(LT.1-3)-15Ba3(LT.4-6)-15Ba3(LT.7-9)-15Ba1(LT.1-3)-16Ba1(LT.4-6)-16Ba1(LT.7-9)-16Ba2(LT.1-3)-16Ba2(LT.4-6)-16Ba2(LT.7-9)-16Ba3(LT.1-3)-16Ba3(LT.4-6)-16Ba3(LT.7-9)-16Ba1(LT.1-3)-17Ba1(LT.4-6)-17Ba1(LT.7-9)-17Ba2(LT.1-3)-17Ba2(LT.4-6)-17Ba2(LT.7-9)-17Ba3(LT.1-3)-17Ba3(LT.4-6)-17Ba3(LT.7-9)-17Ba1(LT.1-3)-18Ba1(LT.4-6)-18Ba1(LT.7-9)-18Ba2(LT.1-3)-18Ba2(LT.4-6)-18Ba2(LT.7-9)-18Ba3(LT.1-3)-18Ba3(LT.4-6)-18Ba3(LT.7-9)-18Ba1(LT.1-3)-19Ba1(LT.4-6)-19Ba1(LT.7-9)-19Ba2(LT.1-3)-19Ba2(LT.4-6)-19Ba2(LT.7-9)-19Ba3(LT.1-3)-19Ba3(LT.4-6)-19Ba3(LT.7-9)-19Ba1(LT.1-3)-20Ba1(LT.4-6)-20Ba1(LT.7-9)-20Ba2(LT.1-3)-20Ba2(LT.4-6)-20Ba2(LT.7-9)-20Ba3(LT.1-3)-20Ba3(LT.4-6)-20Ba3(LT.7-9)-20Ba1(LT.1-3)-21Ba1(LT.4-6)-21Ba1(LT.7-9)-21Ba2(LT.1-3)-21Ba2(LT.4-6)-21Ba2(LT.7-9)-21Ba3(LT.1-3)-21Ba3(LT.4-6)-21Ba3(LT.7-9)-21Ba1(LT.1-3)-22Ba1(LT.4-6)-22Ba1(LT.7-9)-22Ba2(LT.1-3)-22Ba2(LT.4-6)-22Ba2(LT.7-9)-22Ba3(LT.1-3)-22Ba3(LT.4-6)-22Ba3(LT.7-9)-22Ba1(LT.1-3)-23Ba1(LT.4-6)-23Ba1(LT.7-9)-23Ba2(LT.1-3)-23Ba2(LT.4-6)-23Ba2(LT.7-9)-23Ba3(LT.1-3)-23Ba3(LT.4-6)-23Ba3(LT.7-9)-23Ba1(LT.1-3)-24Ba1(LT.4-6)-24Ba1(LT.7-9)-24Ba2(LT.1-3)-24Ba2(LT.4-6)-24Ba2(LT.7-9)-24Ba3(LT.1-3)-24Ba3(LT.4-6)-24Ba3(LT.7-9)-24Ba1(LT.1-3)-25Ba1(LT.4-6)-25Ba1(LT.7-9)-25Ba2(LT.1-3)-25Ba2(LT.4-6)-25Ba2(LT.7-9)-25Ba3(LT.1-3)-25Ba3(LT.4-6)-25Ba3(LT.7-9)-25Ba1(LT.1-3)-26Ba1(LT.4-6)-26Ba1(LT.7-9)-26Ba2(LT.1-3)-26Ba2(LT.4-6)-26Ba2(LT.7-9)-26Ba3(LT.1-3)-26Ba3(LT.4-6)-26Ba3(LT.7-9)-26Ba1(LT.1-3)-27Ba1(LT.4-6)-27Ba1(LT.7-9)-27Ba2(LT.1-3)-27Ba2(LT.4-6)-27Ba2(LT.7-9)-27Ba3(LT.1-3)-27Ba3(LT.4-6)-27Ba3(LT.7-9)-27Ba1(LT.1-3)-28Ba1(LT.4-6)-28Ba1(LT.7-9)-28Ba2(LT.1-3)-28Ba2(LT.4-6)-28Ba2(LT.7-9)-28Ba1(LT.1-3)-29Ba1(LT.4-6)-29Ba1(LT.7-9)-29Ba2(LT.1-3)-29Ba2(LT.4-6)-29Ba2(LT.7-9)-29Ba1(LT.1-3)-30Ba1(LT.4-6)-30Ba1(LT.7-9)-30Ba2(LT.1-3)-30Ba2(LT.4-6)-30Ba2(LT.7-9)-30Ba1(LT.1-3)-31Ba1(LT.4-6)-31Ba1(LT.7-9)-31Ba2(LT.1-3)-31Ba2(LT.4-6)-31Ba2(LT.7-9)-31Ba1(LT.1-3)-32Ba1(LT.4-6)-32Ba1(LT.7-9)-32Ba2(LT.1-3)-32Ba2(LT.4-6)-32Ba2(LT.7-9)-32Ba1(LT.1-3)-33Ba1(LT.4-6)-33Ba1(LT.7-9)-33Ba2(LT.1-3)-33Ba2(LT.4-6)-33Ba2(LT.7-9)-33Ba1(LT.1-3)-34Ba1(LT.4-6)-34Ba1(LT.7-9)-34Ba2(LT.1-3)-34Ba2(LT.4-6)-34Ba2(LT.7-9)-34Ba1(LT.1-3)-35Ba1(LT.4-6)-35Ba1(LT.7-9)-35Ba2(LT.1-3)-35Ba2(LT.4-6)-35Ba2(LT.7-9)-35Ba1(LT.1-3)-36Ba1(LT.4-6)-36Ba1(LT.7-9)-36Ba2(LT.1-3)-36Ba2(LT.4-6)-36Ba2(LT.7-9)-36Ba2(LT.1-3)-37Ba2(LT.4-6)-37Ba2(LT.7-9)-37Ba2(LT.1-3)-38Ba2(LT.4-6)-38Ba2(LT.7-9)-38Ba2(LT.1-3)-39Ba2(LT.4-6)-39Ba2(LT.7-9)-39K1K2BALOK BORDESK1(LT.1)-1K1(LT.2)-1K1(LT.3)-1K1(LT.4)-1K2(LT.1)-1K2(LT.2)-1K2(LT.3)-1K2(LT.4)-1Bbordes-1K1(LT.1)-2K1(LT.2)-2K1(LT.3)-2K1(LT.4)-2K2(LT.1)-2K2(LT.2)-2K2(LT.3)-2K2(LT.4)-2Bbordes-2K1(LT.1)-3K1(LT.2)-3K1(LT.3)-3K1(LT.4)-3K2(LT.1)-3K2(LT.2)-3K2(LT.3)-3K2(LT.4)-3Bbordes-3K1(LT.1)-4K1(LT.2)-4K1(LT.3)-4K1(LT.4)-4K2(LT.1)-4K2(LT.2)-4K2(LT.3)-4K2(LT.4)-4Bbordes-4K1(LT.1)-5K1(LT.2)-5K1(LT.3)-5K1(LT.4)-5K2(LT.1)-5K2(LT.2)-5K2(LT.3)-5K2(LT.4)-5Bbordes-5K1(LT.1)-6K1(LT.2)-6K1(LT.3)-6K1(LT.4)-6K2(LT.1)-6K2(LT.2)-6K2(LT.3)-6K2(LT.4)-6Bbordes-6K1(LT.1)-7K1(LT.2)-7K1(LT.3)-7K1(LT.4)-7K2(LT.1)-7K2(LT.2)-7K2(LT.3)-7K2(LT.4)-7Bbordes-7K1(LT.1)-8K1(LT.2)-8K1(LT.3)-8K1(LT.4)-8K2(LT.1)-8K2(LT.2)-8K2(LT.3)-8K2(LT.4)-8Bbordes-8K1(LT.5)-1K1(LT.6)-1K1(LT.7)-1K1(LT.8)-1K2(LT.1)-9K2(LT.2)-9K2(LT.3)-9K2(LT.4)-9Bbordes-9K1(LT.5)-2K1(LT.6)-2K1(LT.7)-2K1(LT.8)-2K2(LT.1)-10K2(LT.2)-10K2(LT.3)-10K2(LT.4)-10Bbordes-10K1(LT.5)-3K1(LT.6)-3K1(LT.7)-3K1(LT.8)-3K2(LT.1)-11K2(LT.2)-11K2(LT.3)-11K2(LT.4)-11K1(LT.5)-4K1(LT.6)-4K1(LT.7)-4K1(LT.8)-4K2(LT.1)-12K2(LT.2)-12K2(LT.3)-12K2(LT.4)-12K1(LT.5)-5K1(LT.6)-5K1(LT.7)-5K1(LT.8)-5K2(LT.1)-13K2(LT.2)-13K2(LT.3)-13K2(LT.4)-13K1(LT.5)-6K1(LT.6)-6K1(LT.7)-6K1(LT.8)-6K2(LT.1)-14K2(LT.2)-14K2(LT.3)-14K2(LT.4)-14K1(LT.5)-7K1(LT.6)-7K1(LT.7)-7K1(LT.8)-7K2(LT.1)-15K2(LT.2)-15K2(LT.3)-15K2(LT.4)-15K1(LT.5)-8K1(LT.6)-8K1(LT.7)-8K1(LT.8)-8K2(LT.1)-16K2(LT.2)-16K2(LT.3)-16K2(LT.4)-16K1(LT.9)-1K1(ATAP)-1K2(LT.5)-1K2(LT.6)-1K2(LT.7)-1K2(LT.8)-1K1(LT.9)-2K1(ATAP)-2K2(LT.5)-2K2(LT.6)-2K2(LT.7)-2K2(LT.8)-2K1(LT.9)-3K1(ATAP)-3K2(LT.5)-3K2(LT.6)-3K2(LT.7)-3K2(LT.8)-3K1(LT.9)-4K1(ATAP)-4K2(LT.5)-4K2(LT.6)-4K2(LT.7)-4K2(LT.8)-4K1(LT.9)-5K1(ATAP)-5K2(LT.5)-5K2(LT.6)-5K2(LT.7)-5K2(LT.8)-5K1(LT.9)-6K1(ATAP)-6K2(LT.5)-6K2(LT.6)-6K2(LT.7)-6K2(LT.8)-6K1(LT.9)-7K1(ATAP)-7K2(LT.5)-7K2(LT.6)-7K2(LT.7)-7K2(LT.8)-7K1(LT.9)-8K1(ATAP)-8K2(LT.5)-8K2(LT.6)-8K2(LT.7)-8K2(LT.8)-8K2(LT.5)-9K2(LT.6)-9K2(LT.7)-9K2(LT.8)-9K2(LT.5)-10K2(LT.6)-10K2(LT.7)-10K2(LT.8)-10K2(LT.5)-11K2(LT.6)-11K2(LT.7)-11K2(LT.8)-11K2(LT.5)-12K2(LT.6)-12K2(LT.7)-12K2(LT.8)-12K2(LT.5)-13K2(LT.6)-13K2(LT.7)-13K2(LT.8)-13K2(LT.5)-14K2(LT.6)-14K2(LT.7)-14K2(LT.8)-14K2(LT.5)-15K2(LT.6)-15K2(LT.7)-15K2(LT.8)-15K2(LT.5)-16K2(LT.6)-16K2(LT.7)-16K2(LT.8)-16K2(LT.9)-1K2(ATAP)-1K2(LT.9)-2K2(ATAP)-2K2(LT.9)-3K2(ATAP)-3K2(LT.9)-4K2(ATAP)-4K2(LT.9)-5K2(ATAP)-5K2(LT.9)-6K2(ATAP)-6K2(LT.9)-7K2(ATAP)-7K2(LT.9)-8K2(ATAP)-8K2(LT.9)-9K2(ATAP)-9K2(LT.9)-10K2(ATAP)-10K2(LT.9)-11K2(ATAP)-11K2(LT.9)-12K2(ATAP)-12K2(LT.9)-13K2(ATAP)-13K2(LT.9)-14K2(ATAP)-14K2(LT.9)-15K2(ATAP)-15K2(LT.9)-16K2(ATAP)-16

Plat 2 Arah Lt. 1-4

Perencanaan Pelat Lantai 2 (Dua Arah)DAFTAR UKURAN BAJA TULANGAN SESUAI SNI 07-2052-2002

Metode Koefisien Momen PB1 1971TULANGAN POKOK

Data UmumNamaDEFORMPOLOSMutu Baja1DEFORMKodeDiameter, (cm)KodeDiameter, (cm)PILIHAN TUL POKOKfy, (MPa)240235POLOSD661P661P66f'c, (MPa)25.0D882P882P8810.8500SimbolD10103P10103P1010Es, (MPa)200000DD13134P12124P1212PD16165P14145P1414D19196P16166P1616D22227P19197P1919D25258P22228P2222D29299P25259P2525D323210P282810P2828Ly, Sisi Panjang, (mm)7800D363611P323211P3232Lx, Sisi Pendek, (mm)0D4040121200D5050131300Lebar balok sisi panjang, (mm)350000Lebar balok sisi pendek, (mm)450000PILIHAN SIMBOLDiameter Tulangan Sesuai SNI 07-2052-20021PSisi Panjang bersih, (mm)-342200Sisi Pendek bersih, (mm)-450000RasioERROR:#DIV/0!Simbolfy, (MPa)Kontrol ERROR:#DIV/0!1BJTP 242352BJTP 30295Koefisien Momen PB1 1971, Lihat Tabel3BJTD 30295Batas Bawah34BJTD 35345Batas Bawah, Ly / Lx1.205BJTD 40390Mlx = - Mtx466BJTD 50490Mly38BJTP = Baja Tulangan Polos- Mty38BJTD = Baja Tulangan DeformBatas Atas2Batas Atas, Ly / Lx1.10Mlx = - Mtx42Mly37- Mty37Interpolasi, didapat :DAFTAR UKURAN BAJA TULANGAN SESUAI SNI 07-2052-2002Rasio nilai terdekat, (besar)ERROR:#DIV/0!Mlx = - MtxERROR:#DIV/0!MlyERROR:#DIV/0!- MtyERROR:#DIV/0!Menghitung tebal pelatTULANGAN SUSUTh min, (mm)ERROR:#DIV/0!h maks, (mm)-9125.33h pakai, (mm)120NamaDEFORMPOLOSLuas Tulangan SusutDEFORMKodeDiameter, (cm)KodeDiameter, (cm)PILIHAN TUL SUSUTKoefisien susut0.002POLOSD661P661P66As st, (mm2)240.00D882P882P88Beban mati, (kN/m2)3.23925SimbolD10103P10103P1010Beban hidup, (kN/m2)2.5DD13134P12124P1212qU, (kN/m2)7.887PD16165P14145P1414M = 0,001 . x . qU . Lx2D19196P16166P1616D22227P19197P1919MlxMtxMlyMtyKontrol LendutanD25258P22228P2222Mu, (kNm/m)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!E, (MPa)23500Syarat : D29299P25259P2525Mn, (kNm/m)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!I sisi panjang, (mm4)-49276800000.00L/180L/360L/480L/240D323210P282810P2828Tulangan Pokok 2I sisi pendek, (mm4)-64800000000.00D363611P323211P3232Tulangan Pokok pakai3 sisi panjang, (mm)-1216090.199-1901.11-950.56-712.92-1425.83D4040121200Diameter, (mm)10Kontrol OKEOKEOKEOKED5050131300Simbol Tulangan PokokP sisi pendek, (mm)-2765434.103-2500.00-1250.00-937.50-1875.00Tulangan Susut2Kontrol OKEOKEOKEOKEPILIHAN SIMBOLTulangan Susut pakai1Diameter Tulangan Sesuai SNI 07-2052-20021PDiameter, (mm)6Simbol Tulangan SusutPSelimut beton, (mm)20Simbolfy, (MPa)d, (mm)95.095.085.085.01BJTP 24235m11.2942BJTP 30295Rn, (MPa)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!3BJTD 30295b0.053764BJTD 35345 maks0.040325BJTD 40390 perluERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!6BJTD 50490 min 10.00583BJTP = Baja Tulangan Polos min 20.00521BJTD = Baja Tulangan Deform min pakai0.00583 pakaiERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!As, (mm2)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!As st, (mm2)240.0Jarak Tulangan Pokok, (mm)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!Jarak Tulangan Pokok, (mm)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!Jarak Tulangan Pokok Pakai, (mm)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!Jarak Tulangan Pokok Maks = 2.h240.000TABEL KOEFISIEN MOMEN PB1 1971Kontrol Jarak Tulangan PokokERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!Tulangan Susut-117.750-117.750Jarak Tulangan Susut Maks, (mm)450.0Jarak Tulangan Susut, (mm)-110.0-110.0Tulangan Pokok, (mm)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!KHUSUS UNTUK SEMUA BAGIAN TUMPUAN TERJEPIT ELASTISTulangan Pokok Sejenis, (mm)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!Tulangan Susut, (mm)-P6 - 110-P6 - 110Tulangan Pokok Pakai, (mm)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!Tulangan Susut Pakai, (mm)-P6 - 110-P6 - 110

Kontrol Kapasitas PenampangKoefisien Momen Untuk Batas BawahAs pakai, (mm2)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!Ly / LxMlx = - MtxMly- Mtya, (mm)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!11363636c, (mm)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!21.1423737y0.0012031.2463838sERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!41.3503838Kontrol ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!51.4533838s pakaiERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!61.5563737fs, (MPa)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!71.6583636Mn, (N-mm)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!81.7593636Mn, (kNm)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!91.8603535 Mn, (kNm)ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!101.9613535Kontrol ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!112623535

Koefisien Momen Untuk Batas AtasLy / LxMlx = - MtxMly- Mty1136363621.142373731.246383841.350383851.453383861.556373771.658363681.759363691.8603535101.9613535112623535

Estimasi Uk. Balok KolomESTIMASI UKURAN BALOKESTIMASI UKURAN KOLOMPERHITUNGAN PEMBEBANANKOLOM 1KOLOM 2Balok Lantai 1 - 7DINDINGDINDINGATAPKodeBentang (L)Tinggi (H)Lebar (B)KETERANGANNILAISATUANKETERANGANNILAISATUANBEBAN MATIHBJBEBANSATUAN1/ x LDipakaiTINGGI3.8mTINGGI3.8mPlafon Asbes0.107910.10791KN/m2B110.4866.667900450TEBAL0.15mTEBAL0.15mPenggantung0.068670.06867KN/m2B24.2420.000600350LUAS PELAT10.407.8m2LUAS PELAT10.404.2m2Pelat Beton0.123.5442.3544KN/m2B37.8780.000800400BJ DINDING17.168KN/m3BJ DINDING17.168ton/m3Lapisan Kedap air0.0218.6390.37278KN/m2Ba15.2325.000400350BEBAN TOTAL2.195KN/m2BEBAN TOTAL3.271ton/m2Ducting AC0.19620.1962KN/m2Ba24.2323.077350300PLATPLATBEBAN MATI QD3.09996KN/m20.745561.2793343625Ba31.9135.714250200BEBAN MATI (qd)BJSATUANBEBAN MATI (qd)BJSATUANBEBAN HIDUP QL0.981KN/m20.73779375Bbordes7.83002001Pelat Beton2.82528KN/m21Pelat Beton2.82528ton/m2TOTAL PEMBEBANAN ATAP5.289552KN/m22.7156712352Spesi0.3826KN/m22Spesi0.3826ton/m2LANTAIBalok Lantai 8 (Atap)3Pasir0.50031KN/m23Pasir0.50031ton/m2BEBAN MATI (qd)HBJBEBANSATUANKodeBentang (L)Tinggi (H)Lebar (B)4Tegel/Lantai0.171675KN/m24Tegel0.171675ton/m2Pelat Beton0.1223.5442.82528KN/m21/ x LDipakai5Plafon Asbes0.10791KN/m25Plafon Asbes0.10791ton/m2Spesi0.0219.12950.3826KN/m2B110.4866.6679004506Penggantung0.06867KN/m26Penggantung0.06867ton/m2Pasir0.0316.6770.50031KN/m2B24.2420.0006003507Ducting AC0.1962KN/m27Ducting AC0.1962ton/m2Tegel0.1716750.171675KN/m2B37.8780.000800400Total4.2526KN/m2Total4.2526ton/m2Plafon Asbes0.107910.10791KN/m2Ba15.2325.000450350BEBAN HIDUP (ql)2.4525KN/m2BEBAN HIDUP (ql)2.4525 Penggantung0.068670.06867KN/m2Ba24.2323.077400300Ruang KuliahRuang KuliahDucting AC0.19620.1962KN/m2Ba31.9135.714250200Wu Lantai9.027162KN/m2Wu Lantai9.027162ton/m2BEBAN MATI QD4.2526KN/m21.4274BJ Beton23.544KN/m3BJ Beton23.544ton/m3BEBAN HIDUP QL2.4525KN/m2DIMENSI KOLOMDIMENSI KOLOMRuang Kuliah (AC)Potongan LantaiJumlah Lantai10LantaiJumlah Lantai10LantaiTOTAL PEMBEBANAN LANTAI9.027162KN/m2NamaTebalSatuanQu11.662KN/m2Qu12.952ton/m2SELASARSpesi2cmPu9459.982KNPu5657.4796tonBEBAN MATIHBJBEBANSATUANPasir3cmPelat Beton0.1523.5443.532KN/m2Lantai12cm9459981.55N5657479.58NLapisan Kedap air0.0218.6390.37278KN/m2Ag Perlu540570.4mm2Ag Perlu323284.5mm2BEBAN MATI QD3.90438KN/m20.373Potongan Atapb735.2349mmb568.5812mmBEBAN HIDUP QL2.4525KN/m2NamaTebalSatuanb pakai700mmb pakai500mmTOTAL PEMBEBANAN SELASAR8.609KN/m2Lap. Kedap Air2cmh700h700BEBAN SANDARAN/LIST PLANKAtap10cmh pakai900mmh pakai700mmPD0.0623.5441.41264KNAg630000mm2Ag350000mm2PU1.695168KNBerat Jenis KontrolAMANKontrolAMANTANGGAtanggaNamaBeratSatuanBEBAN MATIHBJBEBANSATUANuptrede0.18mTegel/ tile0.1717KN/m2Tegel1.37142857140.17170.235KN/m2antrede0.3mVol. Pasir16.6770KN/m3cara konvensionalcara konvensionalSpesi (2cm)0.027428571419.12950.5246948571KN/m2sisi miring 0.35mVol. Spesi19.1295KN/m3f'c25Mpaf'c25MpaAnak Tangga0.077142857123.5441.8162514286KN/m2lebar tangga1mVol. Pas. Bata17.1675KN/m3Misal beban dipakai0.01MpaMisal beban dipakai0.01MpaPelat Beton0.1223.5442.82528KN/m2jumlah tangga/m22.8571428571Ducting AC0.1962KN/m2Luas pelat lantai81120000mm2Luas pelat lantai43680000mm2BEBAN MATI QD5.4017KN/m22.5764Vol. Beton23.544KN/m2Gaya aksial 1 lantai811200NewtonGaya aksial 1 lantai436800NewtonBEBAN HIDUP QL2.943KN/m2Plafon Asbes0.10791KN/m2Ptotal8112000NewtonPtotal4368000NewtonTOTAL PEMBEBANAN TANGGA11.1908KN/m2Pengantung0.06867KN/m2Ag perlu463542.857142857mm2Ag perlu249600mm2BORDESLap. Kedap Air18.639KN/m3b= h680.8398175363mmb= h499.5998398719mmBEBAN MATIHBJBEBANSATUANdipakai700mmdipakai500mmTegel0.1716750.172KN/m2BEBAN HIDUP RUANG KULIAHSpesi (2cm)0.0219.12950.38259KN/m2LANTAI2.4525KN/m2Pelat Beton0.1223.5442.82528KN/m2ATAP0.981KN/m2BEBAN MATI QD3.379545KN/m20.554265SELASAR2.4525KN/m2BEBAN HIDUP QL2.943KN/m2TANGGA2.943KN/m2TOTAL PEMBEBANAN TANGGA8.764254KN/m2

MUTU BAHANB1Keteranganf'c25MpaASUMSI TINGGI TEMBOK2.9mfy pokok400MpaQ DINDING B17.4678625KN/mfy sengkang370MpaB2ASUMSI TINGGI TEMBOK3.2mQ DINDING B28.2404KN/mB3ASUMSI TINGGI TEMBOK3mQ DINDING B37.725375KN/mtinggi tembok = tinggi dinding - tinggi balok50 % = sesuai fungsi ruangan ( kampus banyak jendela)

Berat Bangunan00

3.8

3.8

3.8

3.8

3.8

Berat Per Lantai meliputi pada area di arsir (untuk sampel ini menjadi berat "W3" selanjutnya untuk yang lain digunakan cara yang sama)

No.ElemenDimensiBJJumlahVolumeBeratLBH(no)(nama)(m)(m)(m)(KN/m3)(jumlah)(m3)(KN)Lantai 1-9A.KolomKolom 13.80.70.923.544819.152450.914688Kolom 23.80.50.723.5441621.28501.01632B.Balok1. B110.40.450.7823.5441243.80481031.34021122. B2 (1)4.20.350.4823.54485.6448132.9011712 B2 (2)3.80.350.4823.544127.6608180.36587523. B37.80.40.6823.54448.4864199.80380164. BA15.20.350.2823.54484.076895.98417925. BA2 (1)4.20.30.2323.54482.318454.5844096 BA2 (2)3.80.30.2323.54451.31130.8661846. BA3 (1)20.20.1323.54440.2084.897152 BA3 (2)1.90.20.1323.54420.09882.3261472 BA3 (3)1.950.20.1323.54420.10142.3873616ElemenPLQdQljumlahC.Pelat Lantai1 (1)5.23.94.2526352.452581087.84110241 (2)5.23.84.2526352.452581059.94774082 (1)4.24.24.2526352.45258946.22865122 (2)3.83.84.2526352.45252193.64429883 (1)22.14.2526352.45258225.2925363 (2)1.91.954.2526352.4525249.68505035Selasar10.23.9042.45252129.680352D.DindingDinding (Sisi Luar Saja) B110.40.152.917.1675418.096310.66308Dinding (Sisi Luar Saja) B2 (1)4.20.153.217.1675816.128276.87744Dinding (Sisi Luar Saja) B2 (2)3.80.153.217.1675610.944187.88112Dinding (Sisi Luar Saja) B37.80.15317.167527.02120.51585E.TanggaBalok bordes7.80.30.223.54410.46811.018592ElemenPLQdQljumlahPelat Bordes2.413.3795452.943115.174108Pelat Tangga3.061.25.40166628572.943261.2832292023TOTAL BERAT7363.1206515523TOTAL BERAT LANTAI 1 - 966268.0858639706Lantai 10 (Atap)A.KolomKolom 11.90.70.923.54489.576225.457344Kolom 21.90.50.723.5441610.64250.50816B.Balok1. B110.40.450.7823.5441243.80481031.34021122. B2 (1)4.20.350.4823.54485.6448132.9011712 B2 (2)3.80.350.4823.544127.6608180.36587523. B37.80.40.6823.54448.4864199.80380164. BA15.20.350.2823.54484.076895.98417925. BA2 (1)4.20.30.2323.54482.318454.5844096 BA2 (2)3.80.30.2323.54451.31130.8661846. BA3 (1)20.20.1323.54440.2084.897152C.Pelat Lantai1 (1)5.23.93.099960.9818662.09495041 (2)5.23.83.099960.9818645.11815682 (1)4.24.23.099960.9818575.90507522 (2)3.83.83.099960.9812117.85812483 (1)22.13.099960.9818137.1202563 (2)1.91.953.099960.981230.2399136Selasar10.23.9042.45252129.680352D.DindingDinding (Sisi Luar Saja) B110.40.15117.167546.24107.1252Dinding (Sisi Luar Saja) B2 (1)4.20.151.317.167586.552112.48146Dinding (Sisi Luar Saja) B2 (2)3.80.151.317.167564.44676.326705Dinding (Sisi Luar Saja) B37.80.151.117.167522.57444.189145TOTAL BERAT4844.8478268TOTAL BERAT SELURUH LANTAI (1 - 10)71112.9336907706

W1W2W3W4W5

Gempa1. KARAKTERISTIKDAERAHBandar LampungT (detik)Sa (g)JENIS TANAHSedang00.2451H bangunan0.12460.6127Tinggi perlantai 3.8m0.62280.6127Tinggi total 38m0.82280.4638S Respon permukaanS Response Disain1.02280.3731Ss 0.771SDSr0.611.22280.3121S1 0.328SD1r0.381.42280.2682Crs 1.026Ts0.62281.62280.2351Cr10.923To0.12461.82280.2093Fa 1.192T1.23082.02280.1886Fv 1.7452.22280.1717SMS0.919032SM10.57236Warna Kuning--> Dicari di Peta HazardInterpolasi Fa, dan Fv

2. KATEGORI DISAIN SEISMIK (KDS)KATEGORI RESIKOIV (HAL 24 SNI 1726:2012)

FAKTOR KEUTAMAAN (IV)1.5S1 = 0.328SDS = 0.612688SD1 = 0.381573333333333JikaKategori ResikoI / II / III, maka ;IV, maka ;S1 > 0,75EFNoSDS < 0,167AANo0,167 < SDS < 0,33BCNo0,33 < SDS < 0,5CDNo0,5 < SDSDDYesSD1 < 0,167AANo0,167 < SD1 < 0,133BCNo0,133 < SD1 < 0,2CDNo0,2 < SD1DDYesKESIMPULAND

3. Gaya Lateral EkivalenDataKeteranganNilaiSatuanSDs0.61SD10.38hnTinggi Bangunan38.00mCtTabel 150.0466xTabel 150.90Ta atau TPerioda Pendekatan1.23RDaktilitas8IFAKTOR KEUTAMAAN (IV)1.5CsSDs/(R/I)0.1149Cs max0.0581Cs min0.0404Cs pakai0.0581Ada di SNI hal. 64 WBerat Total Bang.71112.9337kNV4133.6788kNkInterpolasi Linear (T=0,5 k=1 ; T=2,5 k=2)1.3654Interpolasi linier hal. 67

Tingkat ke iWiHH^kW.H^kCvxFikN(m)(persen)kN17363.12073.86.189345572.35290.98%40.544827363.12077.615.9466117416.56512.53%104.463137363.120711.427.7398204251.51734.40%181.718447363.120715.241.0861302522.22886.51%269.147957363.12071955.7207410278.46938.83%365.016467363.120722.871.4712526251.335811.33%468.195177363.120726.688.2147649535.221013.98%577.878387363.120730.4105.8579779444.525816.78%693.456097363.120734.2124.3275915438.411119.70%814.4470104844.847838143.5637695544.419214.97%618.8118Jumlah4646255.0463100.00%4133.6788

31.332498242780.7277677791140.4296662753207.9940271634282.0800026086361.8151798986446.5769240184535.8938631132629.3941522763490.7270816892

PUSKIMBatuanTanah KerasTanah sedangTanah LunakVariabelNilaiT (detik)SA (g)VariabelNilaiT (detik)SA (g)VariabelNilaiT (detik)SA (g)VariabelNilaiT (detik)SA (g)PGA (g)0.36900.206PGA (g)0.36900.224PGA (g)0.36900.245PGA (g)0.36900.242SS (g)0.771T00.514SS (g)0.771T00.561SS (g)0.771T00.612SS (g)0.771T00.604S1 (g)0.328TS0.514S1 (g)0.328TS0.561S1 (g)0.328TS0.612S1 (g)0.328TS0.604CRS1.026TS+00.416CRS1.026TS+00.478CRS1.026TS+00.528CRS1.026TS+00.548CR10.923TS+0.10.349CR10.923TS+0.10.416CR10.923TS+0.10.463CR10.923TS+0.10.501FPGA1TS+0.20.301FPGA1.031TS+0.20.368FPGA1.131TS+0.20.413FPGA0.994TS+0.20.462FA1TS+0.30.265FA1.092TS+0.30.33FA1.192TS+0.30.373FA1.175TS+0.30.428FV1TS+0.40.236FV1.472TS+0.40.3FV1.745TS+0.40.34FV2.69TS+0.40.399PSA (g)0.369TS+0.50.213PSA (g)0.38TS+0.50.274PSA (g)0.417TS+0.50.312PSA (g)0.366TS+0.50.373SMS (g)0.771TS+0.60.194SMS (g)0.842TS+0.60.253SMS (g)0.919TS+0.60.288SMS (g)0.906TS+0.60.351SM1 (g)0.328TS+0.70.178SM1 (g)0.482TS+0.70.234SM1 (g)0.572TS+0.70.268SM1 (g)0.881TS+0.70.331SDS (g)0.514TS+0.80.165SDS (g)0.561TS+0.80.218SDS (g)0.612TS+0.80.25SDS (g)0.604TS+0.80.314SD1 (g)0.218TS+0.90.153SD1 (g)0.322TS+0.90.204SD1 (g)0.381TS+0.90.235SD1 (g)0.587TS+0.90.298T0 (detik)0.085TS+10.143T0 (detik)0.115TS+10.192T0 (detik)0.124TS+10.221T0 (detik)0.195TS+10.283TS (detik)0.425TS+1.10.134TS (detik)0.573TS+1.10.181TS (detik)0.622TS+1.10.209TS (detik)0.973TS+1.10.27TS+1.20.127TS+1.20.172TS+1.20.198TS+1.20.258TS+1.30.12TS+1.30.163TS+1.30.188TS+1.30.248TS+1.40.113TS+1.40.155TS+1.40.18TS+1.40.238TS+1.50.108TS+1.50.148TS+1.50.171TS+1.50.228TS+1.60.103TS+1.60.141TS+1.60.164TS+1.60.22TS+1.70.098TS+1.70.136TS+1.70.157TS+1.70.212TS+1.80.094TS+1.80.13TS+1.80.151TS+1.80.204TS+1.90.09TS+1.90.125TS+1.90.145TS+1.90.198TS+20.087TS+20.12TS+20.14TS+20.191TS+2.10.083TS+2.10.116TS+2.10.135TS+2.10.185TS+2.20.08TS+2.20.112TS+2.20.13TS+2.20.179TS+2.30.077TS+2.30.108TS+2.30.126TS+2.30.174TS+2.40.075TS+2.40.105TS+2.40.122TS+2.40.169TS+2.50.072TS+2.50.101TS+2.50.118TS+2.50.164TS+2.60.07TS+2.60.098TS+2.60.115TS+2.60.16TS+2.70.068TS+2.70.095TS+2.70.111TS+2.70.156TS+2.80.066TS+2.80.093TS+2.80.108TS+2.80.152TS+2.90.064TS+2.90.09TS+2.90.105TS+2.90.148TS+30.062TS+30.088TS+30.10240.147TS+3.10.06TS+3.10.085TS+3.10.1--TS+3.20.059TS+3.20.083TS+3.20.097--TS+3.30.057TS+3.30.08140.095--TS+3.40.05640.08----40.055------

Pelat LantaiPELAT 1Data PlatTinggi efektifLx3900mm2 arahArah-XLy5200mmds25mmTul Pokok10As78.5398163397mm2fy370Mpah eff (d)95mmTul Susut8Asst50.2654824574mm2f'c25MpaArah-Y10.85ds35mmKebutuhan tulanganTul. Pokok10mmh eff (d)85mmMlxMtxMlyMty10625a2-2018750a7237245.0346875Tul. Susut8mmTumpuan Arah-X dan YMu 5.7905.7907.9867.986kNm1-190681.1524738529Lx eff3500mmB1450mmh eff (d)95mmMn 7.2377.2379.9839.983kNmzyzLy eff4825mmB2350mmd 95958595mma3.6553366302mmLy/Lx1.379B3400mmC 21250a21250a21250a21250aN10625a2-1806250a9982503.73347187b0.030Ba1350mma 3.6553.6555.7195.081mm1-170939.5297631503max0.023Ba2300mmC 77675.90339117177675.903391171121529.65115054107966.1Nzyzmin0.004Ba3200mmT= C 77675.90339117177675.903391171121529.65115054107966.089185529Na5.7190424071mmm17.412Selimut betonAs 209.935209.9348740302328.4585166231291.800mm210625a2-2018750a9982503.73347187h minim104.326889971h 120Pb20mm0.00220.00220.003860.00311-190939.5297631503101.7592592593min0.0040.0040.0040.004zyzh pakai120mm pakai0.0040.0040.0040.004a5.0807571381mmAsst240mm2Vu25.0447325738As 359.459359.4594594595328.4585166231359.4594594595Vu21.778028325Jarak TP218.494218.494239.116218.494Beban yg bekerjaVn47.5Jarak TS209.4395102393209.4395102393209.4395102393209.4395102393W dead4.252635kN/m2Tul pokokP10-200P10-200P10-200P10-200W live2.4525kN/m2Tul susutP8-200P8-200P8-200P8-200Wu9.027162kN/m20.00185As 373.9991254274

Momen pada platMlxMtxMlyMtyMlx = -Mtx5.7897960278kN/mP10-200P10-200P10-200P10-200Mly = -Mty7.9860029868kN/mP8-200P8-200P8-200P8-200

Koefisien MomenLy/Lx1.31.41.379Ditinjau sejauh 1000mm(-Mtx)505352.357Asst209.4395102393> 240 mmMly383838.000(-Mty)383838.000

PELAT 2Data PlatTinggi efektifLx4200mm2 arahArah-XLy4200mmds25mmTul Pokok10As78.5398163397mm2fy370Mpah eff (d)95mmTul Susut8Asst50.2654824574mm2f'c25MpaArah-Y10.85ds35mmKebutuhan tulanganTul. Pokok10mmh eff (d)85mmMlxMtxMlyMty10625a2-2018750a6029862.1171875Tul. Susut8mmTumpuan Arah-X dan YMu 4.8244.8244.9254.925kNm1-190567.5164345588Lx eff3750mmh eff (d)95mmMn 6.0306.0306.1566.156kNmzyzLy eff3875mmd 95958595mma3.0354222244mmLy/Lx1.033B1450mmC 21250a21250a21250a21250aN10625a2-1806250a6156160.10636719b0.030B2350mma 3.0353.0353.4793.100mm1-170579.4033041287max0.023B3400mmC 64502.722268870364502.722268870373938.752568005165876.5381547646Nzyzmin0.004Ba1350mmT= C 64502.722268870364502.722268870373938.752568005165876.5381547646Na3.4794707091mmm17.412Ba2300As 174.332174.332199.834178.045mm210625a2-2018750a6156160.10636719h minim89.5327446652h 120Ba32000.00180.00180.00240.00191-190579.4033041287109.0277777778Selimut betonmin0.0040.0040.0040.004zyzh pakai120mmPb20mm pakai0.0040.0040.0040.004a3.1000723838mmAsst240mm2As 359.459359.4594594595321.6216216216359.4594594595Jarak TP218.494218.494244.199218.494 Jarak TS209.4395102393209.4395102393209.4395102393209.4395102393W dead4.252635kN/m2Tul pokokP10-200P10-200P10-200P10-200W live2.4525kN/m2Tul susutP8-200P8-200P8-200P8-200Wu9.027162kN/m2


Koefisien MomenLy/Lx11.11.033Ditinjau sejauh 1000mm(-Mtx)364238.000Asst209.4395102393> 240 mmMly363736.333(-Mty)363736.333




Pelat AtapPELAT 1Data PlatTinggi efektifLx3900mm2 arahArah-XLy5200mmds25mmTul Pokok10As78.5398163397mm2fy370Mpah eff (d)75mmTul Susut8Asst50.2654824574mm2f'c25MpaArah-Y10.85ds35mmKebutuhan tulanganTul. Pokok10mmh eff (d)65mmMlxMtxMlyMty10625a2-1593750a4240733.0175Tul. Susut8mmTumpuan Arah-X dan YMu 3.3933.3934.6794.679kNm1-150399.1278134118Lx eff3500mmB1450mmh eff (d)75mmMn 4.2414.2415.8495.849kNmzyzLy eff4825mmB2350mmd 75756575mma2.709805737mmLy/Lx1.379B3400mmC 21250a21250a21250a21250aN10625a2-1381250a5849343.635175b0.030Ba1350mma 2.7102.7104.3833.765mm1-130550.5264597812max0.023Ba2300mmC 57583.371910374457583.371910374493129.486226128679999.0435989602Nzyzmin0.004Ba3200mmT= C 57583.371910374457583.371910374493129.486226128679999.0435989602Na4.3825640577mmm17.412Selimut betonAs 155.631155.6307348929251.7013141247216.214mm210625a2-1593750a5849343.635175h minim104.326889971h 100Pb20mm0.00210.00210.003870.00291-150550.5264597812101.7592592593min0.0040.0040.0040.004zyzh pakai100mm pakai0.0040.0040.0040.004a3.7646608752mmAsst200mm2Vu14.67520083As 283.784283.7837837838245.9459459459283.7837837838Vu12.7610442Jarak TP276.759276.759319.338276.759Beban yg bekerjaVn37.5Jarak TS251.3274122872251.3274122872251.3274122872251.3274122872W dead3.09996kN/m2Tul pokokP10-240P10-240P10-240P10-240W live0.981kN/m2Tul susutP8-240P8-240P8-240P8-240Wu5.289552kN/m2As 356.9991651807


Koefisien MomenLy/Lx1.31.41.379Ditinjau sejauh 1000mm(-Mtx)505352.357Asst251.3274122872> 240 mmMly383838.000(-Mty)383838.000







Pelat SelasarPELAT SELASARData PlatTinggi efektifLy1000mmArah-Xfy370Mpads25mmTul Pokok10As78.5398163397mm2f'c25Mpah eff (d)125mmTul Susut8Asst50.2654824574mm210.85Arah-YTul. Pokok10mmds35mmKebutuhan tulanganTul. Susut8mmh eff (d)115mmMlxMly10625a2-2656250a7499745b0.030Tumpuan Arah-X dan YMu 6.0006.0001-250705.8583529412max0.023h eff (d)125mmMn 7.5007.500zyzmin0.004Selimut betond 125115a2.856061767mmm17.412Pb20mmC 21250a21250ah minim92.8571428571h 100a 2.8562.856h pakai150mmC 60691.312549454260691.3125494542Asst300mm2Vu5.999796T= C 60691.312549454260691.3125494542Vc62.5As 164.031164.030574458Beban yg bekerja0.00130.0014W dead3.90438kN/m2min0.0040.004W live2.4525kN/m2 pakai0.00130.0014Wu8.609256kN/m2As 164.031164.030574458P dead1.41264kNJarak TP478.812478.812Pu1.695168kNJarak TS167.5516081915167.5516081915Tul pokokP10-400P10-400Momen pada platTul susutP8-150P8-150Mu5.999796kN/mAs 356.9991651807

MlxMtxP10-400P10-400P8-150P8-150

Ditinjau sejauh 1000mmAsst167.5516081915> 240 mm

Redistribusi Momen

REDISTRIBUSI MOMEN TUMPUANTumpuanLapanganB1Lt.1-30.459.951/4LxM-916.2587918.6115185.7687171.8415 MetodeMomen Awal (KN)50% M-Momen Pakai (KN)%Momen Desain (KN)%M+359.1092356.5265281.7113279.2214MM-MaksM+M-M+% RedistribusiM-M+Lt.4-60.459.951/4LxB1M-898.2542898.8928175.9783154.0563Lantai 1-3ELD2555.4414918.6115359.1092459.30575845.12258432.598128%51%845.12258432.5981251%M+334.3543332.5289269.6588267.3718Lantai 4-6ELD2466.4942898.8928334.3543449.4464809.00352424.2435810%52%809.00352424.2435852%Lt.7-90.459.951/4LxLantai 7-9ELD1829.493741.6226173.1239370.8113593.29808321.4484220%54%593.29808321.4484254%M-741.6226739.4037110.466185.5519AtapGLD-467.4458252.6657233.7229467.4458252.66570%54%467.4458252.665754%M+170.8795173.1239200.9326198.9772B2Lt. Atap0.459.951/4LxLantai 1-3ELD1377.544374.0894314.6826187.0447374.0894314.68260%84%374.0894314.682684%M-467.4458361.38459.556564.5322Lantai 4-6ELD1252.1204349.1689276.8913174.58445349.1689276.89130%79%349.1689276.891379%M+252.6657100.5584101.7955Lantai 7-9ELD874.0952245.2142191.8334122.6071245.2142191.83340%78%245.2142191.833478%B2Lt.1-30.353.451/4LxAtapELD479.0572159.098980.429779.54945159.098980.42970%51%159.098980.429751%M-374.0894360.2539180.6651180.269B3M+314.6826297.2973153.5712191.2928Lantai 1-3ELD2507.1186756.9851496.5742378.49255756.9851496.57420%66%756.9851496.574266%Lt.4-60.353.451/4LxLantai 4-6ELD2398.7058735.4678463.8851367.7339735.4678463.88510%63%735.4678463.885163%M-349.1689339.1634167.6924160.1785Lantai 7-9ELD1728.1452572.6773291.3953286.33865572.6773291.39530%51%572.6773291.395351%M+276.8913265.4109182.419180.3697AtapGLD-238.8498137.0306119.4249238.8498137.03060%57%238.8498137.030657%Lt.7-90.353.451/4LxM-242.8134245.2142115.1215105.018M+191.8334187.6319129.909125.3716REDISTRIBUSI MOMEN LAPANGANLt. Atap0.353.451/4LxM-79.1964159.098931.938935.511M+80.429756.671234.514638.9892LantaiMetodeMomen Awal (KN)50% M+Momen Pakai (KN)%Momen Desain (KN)%1/4 MmaksB3Lt.1-30.357.451/4LxMM+M-M+M-% RedistribusiM+M-M-756.9851664.0441238.4196236.1995B1M+496.5742407.1892270.8266275.2083Lantai 1-3GLD-281.7113185.7687140.85565253.54017213.9398310%84%253.54017213.9398384%211.280645Lt.4-60.357.451/4LxLantai 4-6GLD-269.6588175.9783134.8294237.299744208.33735612%88%237.299744208.33735688%202.25088M-735.4678642.8894228.4702225.8916Lantai 7-9GLD-200.9326110.4661100.4663160.74608150.6526220%94%160.74608150.6526294%148.32452M+463.8851385.663260.3527265.4655AtapGLD-101.795559.556550.8977586.52617574.82582515%86%86.52617574.82582586%116.86145Lt.7-90.357.451/4LxB2M-572.6773502.2651159.0965156.1642Lantai 1-3GLD-191.2928180.665195.6464191.2928180.66510%94%191.2928180.665194%93.52235M+291.3953246.2134189.9944195.695Lantai 4-6GLD-180.3697167.692490.18485180.3697167.69240%93%180.3697167.692493%87.292225Lt. Atap0.357.451/4LxLantai 7-9GLD-125.3716105.01862.6858125.3716105.0180%84%125.3716105.01884%61.30355M-238.8498201.39937.793539.942AtapGLD-38.989235.51119.494638.989235.5110%91%38.989235.51191%34.7262M+137.030665.569569.6144B3Lantai 1-3GLD-275.2083238.4196137.60415275.2083238.41960%87%275.2083238.419687%189.246275Lantai 4-6GLD-265.4655228.4702132.73275265.4655228.47020%86%265.4655228.470286%183.86695Lantai 7-9GLD-195.695159.096597.8475195.695159.09650%81%195.695159.096581%143.169325AtapGLD-69.614437.793534.807257.77995249.62794817%86%57.77995249.62794886%45.8374

Desain Balok InduksimbolketerangansatuanTumpuan LapanganTumpuan LapanganTumpuan LapanganTumpuan LapanganTumpuan LapanganTumpuan LapanganTumpuan LapanganTumpuan LapanganTumpuan LapanganTumpuan LapanganTumpuan LapanganTumpuan LapanganINPUT DATAB1 1-3B1 4-6B1 7-9B1 AtapB2 1-3B2 4-6B2 7-9B2 AtapB3 1-3B3 4-6B3 7-9B3 AtapMu-KNm=845.1226213.9398809.0035208.3374593.2981150.6526467.445874.8258374.0894180.6651349.1689167.6924245.2142105.0180159.098935.5110756.9851238.4196735.4678228.4702572.6773159.0965238.849849.6279Mu+KNm=432.5981253.5402424.2436237.2997321.4484160.7461252.665786.5262314.6826191.2928276.8913180.3697191.8334125.371680.429738.9892496.5742275.2083463.8851265.4655291.3953195.6950137.030657.7800f'cMutu BetonMpa=252525252525252525252525252525252525252525252525fyMutu Baja PokokMpa=400400400400400400400400400400400400400400400400400400400400400400400400fysMutu Baja BegelMpa=370370370370370370370370370370370370370370370370370370370370370370370370sbSelimut Betonmm=404040404040404040404040404040404040404040404040DpDiameter Tul Pokokmm=252525252525252525252525252525252525252525252525dsDiameter Tul Begelmm=101010101010101010101010101010101010101010101010EsModulus ElastisMpa=200000200000200000200000200000200000200000200000200000200000200000200000200000200000200000200000200000200000200000200000200000200000200000200000n lapisJumlah Lapis Tulanganlps=222222222222222222222222=0.850.850.850.850.850.850.850.850.850.850.850.850.850.850.850.850.850.850.850.850.850.850.850.85lentur=0.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.80.8geser=0.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.6JsJarak antar lapismm=252525252525252525252525252525252525252525252525cRegangan Desak Beton=0.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.003fh/b=222222222222222222222222

HITUNGANds'sb+Ds+(1/2Dp)mm=62.562.562.562.562.562.562.562.562.562.562.562.562.562.562.562.562.562.562.562.562.562.562.562.5dssb+Ds+1/2(Dp+Js+Dp)cm=87.562.587.562.587.562.587.562.587.562.587.562.587.562.587.562.587.562.587.562.587.562.587.562.5Aid1/4**Dpmm2=490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625490.625yfy/Es=0.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.0020000mfy/(*f'c)=18.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.8235294118kc/(c+y)=0.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.60.6b(/m)*k=0.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.02709375m0,75*b=0.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.0203203125Rbb*fy(1-0,5*b*m)N/mm2=8.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.0739375Rn0,75*RbN/mm2=6.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.0554531256.055453125b(Mn/(R1*f^2))^(1/3)mm=351.9986734596222.6716909564346.9108865032220.7107607851312.8422777993198.1040501776288.9425795697156.8862791351268.2622683238210.4711368778262.1679772328205.3078642227233.0324119874175.6530544048201.7391487703122.3738881953339.3101897867230.8598681884336.0642738252227.6028236553309.1750558605201.7381343564230.9986378764136.8179979683b pakaimm=350350350350350350350350250250250250250250250250350350350350350350350350h pakaimm=700700700700700700700700500500500500500500500500600600600600600600600600dht-dsmm=612.5637.5000000612.5637.5000000612.5637.5000000612.5637.5000000412.5437.5000000412.5437.5000000412.5437.5000000412.5437.5000000512.5537.5000000512.5537.5000000512.5537.5000000512.5537.5000000dht-ds'mm=637.5637.5000000637.5637.5000000637.5637.5000000637.5637.5000000437.5437.5000000437.5437.5000000437.5437.5000000437.5437.5000000537.5537.5000000537.5537.5000000537.5537.5000000537.5537.5000000Ckoef=0.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.250.25R1C*RbN/mm2=2.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.0184843752.018484375TULANGAN SEBELAHM1R1*bh^2Nmm=265036460.083008267424787.5265036460.083008260421695265036460.083008188315775265036460.08300893532281.2585864432.9822583137585864432.983398520961550085864432.983398513127250085864432.983398544388750185558637.82298024500185558637.817383285587750185558637.817383198870625185558637.81738362034935C10.85*f'c*b*a*(a/2)a2=3718.753718.753718.753718.753718.753718.753718.753718.752656.252656.252656.252656.252656.252656.252656.252656.253718.753718.753718.753718.753718.753718.753718.753718.75C20.85*f'c*b*a*da=-4555468.75-4741406.25-4555468.75-4741406.25-4555468.75-4741406.25-4555468.75-4741406.25-2191406.25-2324218.75-2191406.25-2324218.75-2191406.25-2324218.75-2191406.25-2324218.75-3811718.75-3997656.25-3811718.75-3997656.25-3811718.75-3997656.25-3811718.75-3997656.25C3M1=265036460.083008267424787.5265036460.083008260421695265036460.083008188315775265036460.08300893532281.2585864432.983398522583137585864432.983398520961550085864432.983398513127250085864432.983398544388750185558637.817383298024500185558637.817383285587750185558637.817383198870625185558637.81738362034935C10.85*f'c*b*a*(a/2)/(0.85*f'c*b*a*(a/2))a2=111111111111111111111111C20.85*f'c*b*a*d/(0.85*f'c*b*a*(a/2))a=-1225-1275-1225-1275-1225-1275-1225-1275-825-875-825-875-825-875-825-875-1025-1075-1025-1075-1025-1075-1025-1075C3M1/(0.85*f'c*b*a*(a/2))=71270.3085937571912.547899159771270.3085937570029.363361344571270.3085937550639.536134453871270.3085937525151.537815126132325.4335937585018.870588235332325.4335937578914.070588235332325.4335937549420.235294117732325.4335937516711.058823529449898.1210937580141.042016806749898.1210937576796.705882352949898.1210937553477.815126050449898.1210937516681.6631932773a mm=61.241493121259.145695009761.241493121257.519925653861.241493121241.03817065561.241493121220.041732434641.2442708775111.329217415541.2442708775102.101461822341.244270877560.689683387141.244270877519.534461735851.242881999480.591685364351.242881999476.946480723851.242881999452.290318651951.242881999415.7485392385ca/=72.048815436769.583170599672.048815436767.670500769172.048815436748.280200770672.048815436723.578508746648.5226716206130.975549900648.5226716206120.119366849748.522671620671.399627514348.522671620622.981719689260.285743528794.813747487560.285743528790.525271439860.285743528761.518021943460.285743528718.5276932218s'((c-d')/c)*c=0.00039759770.00030538290.00039759770.0002292210.0003975977-0.00088357950.0003975977-0.0049521569-0.00086417310.0015684351-0.00086417310.0014390527-0.00086417310.0003739359-0.0008641731-0.0051586584-0.00011018810.0010224387-0.00011018810.0009287552-0.0001101881-0.0000478873-0.0001101881-0.0071199862BELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHTs = cc = *f'c*a*bN=455483.605088885439896.106634467455483.605088885427804.447049934455483.605088885305221.394246797455483.605088885149060.384982284219110.189036927591436.467520011219110.189036927542414.015930758219110.189036927322413.942994192219110.189036927103776.827971513381118.934870291599400.659897327381118.934870291572289.450383635381118.934870291388909.244973316381118.934870291117129.760586603AsTs/fymm2=1138.70901272221099.74026658621138.70901272221069.51111762481138.7090127222763.0534856171138.7090127222372.6509624557547.77547259231478.5911688547.77547259231356.0350398269547.7754725923806.0348574855547.7754725923259.4420699288952.79733717571498.5016497433952.79733717571430.7236259591952.7973371757972.2731124333952.7973371757292.8244014665n1As/Aid=2.32093556732.24150882362.32093556732.17989527162.32093556731.55526825092.32093556730.7595433631.11648503973.01368900651.11648503972.76389307481.11648503971.64287359491.11648503970.52879912341.94200731143.05427087851.94200731142.91612458791.94200731141.98170315911.94200731140.5968395444n1 pakaijumlah tulangan pakai=333332322423222224232222Asp (As1p)n1p*Aidmm2=1471.8751471.8751471.8751471.8751471.875981.251471.875981.25981.251962.5981.251471.875981.25981.25981.25981.25981.251962.5981.251471.875981.25981.25981.25981.25aAsp*fy/(*f'c*b)mm=79.159663865579.159663865579.159663865579.159663865579.159663865552.773109243779.159663865552.773109243773.8823529412147.764705882473.8823529412110.823529411873.882352941273.882352941273.882352941273.882352941252.7731092437105.546218487452.773109243779.159663865552.773109243752.773109243752.773109243752.7731092437ca/mm=93.129016312493.129016312493.129016312493.129016312493.129016312462.086010874993.129016312462.086010874986.9204152249173.840830449886.9204152249130.380622837486.920415224986.920415224986.920415224986.920415224962.0860108749124.172021749962.086010874993.129016312462.086010874962.086010874962.086010874962.0860108749s'((c-d')/c)*c=0.0009866640.0009866640.0009866640.0009866640.000986664-0.0000200040.000986664-0.0000200040.00084285430.00192142710.00084285430.00156190290.00084285430.00084285430.00084285430.0008428543-0.0000200040.001489998-0.0000200040.000986664-0.000020004-0.000020004-0.000020004-0.000020004BELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHCc*f'c*a*bN=588750588750588750588750588750392500588750392500392500785000392500588750392500392500392500392500392500785000392500588750392500392500392500392500M1pCc*(d-a/2)Nmm=337306748.94958352025498.94958337306748.94958352025498.94958337306748.94958239862027.310924337306748.94958239862027.310924147406838.235294285439852.941176147406838.235294224954448.529412147406838.235294157219338.235294147406838.235294157219338.235294190799527.310924380510609.243697190799527.310924293150498.94958190799527.310924200612027.310924190799527.310924200612027.310924Mt MukNm281.6203991597281.6203991597191.8896218487191.8896218487228.3518823529179.9635588235125.7754705882125.7754705882304.408487395234.5203991597160.4896218487160.4896218487TULANGAN RANGKAPM2Mn-M1pNmm=719096476.05042267424787.5673947651.05042260421695404315851.05042188315775247000501.0504293532281.25320204911.764706225831375289054286.764706209615500159110911.76470613127250051466786.764705944388750755431847.689076298024500728535222.689076285587750525047097.689076198870625107762722.68907662034935Ts2M2/(d-d')N=1307448.13827349465086.5869565221225359.36554622452907.295652174735119.729182582327505.695652174449091.820091673162664.836956522914871.176470588602217825869.390756303558974.666666667454602.605042017350060147047.9621848741183701678737.439309066274201618967.16153128601237.3684210521166771.32819795418675239472.717086835130599.863157895As2Ts2/fymm2=3268.62034568371162.71646739133063.39841386561132.26823913041837.7993229565818.76423913041122.7295502292406.66209239132287.17794117651505.54252064.67347689081397.43666666671136.506512605875.15367.6199054622295.9254196.84359827261568.554047.41790382821503.09342105262916.92832049491046.6875598.6817927171326.4996578947n2As2/Aidbuah=6.66215611862.3698679596.24386937862.30780787593.74583301491.66881883132.28836596230.82886541124.66176395653.06862165614.20825167262.84827855632.31644639511.78374522290.74928897930.60315923578.55407612393.1970445868.24951419893.06362990285.94533160872.13337579621.22024314440.6654770097n2pjumlah tulangan pakaibuah=737342326454422294947322ntn1p+n2pbuah=1061067464887764441181179544nd n2pbuah=737342326454422294947322N=545353426454632274747322Kontrol Jarak Tulangan (s)=63.8758663.875130.2563.875130.258626330.652.666666666738.87552.666666666730.680.2516316341.758641.758641.75130.25263263OKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEOKEKONTROL KUAT LENTUR MOMEN NEGATIFAstnt*Aidmm2=4906.252943.754906.252943.753434.3751962.52943.751962.5392539253434.3753434.3752943.751962.51962.51962.55396.87539255396.8753434.3754415.6252453.1251962.51962.5As' (As2p)nd*Aidmm2=3434.3751471.8753434.3751471.8751962.5981.251471.875981.252943.751962.52453.1251962.51962.5981.25981.25981.254415.6251962.54415.6251962.53434.3751471.875981.25981.25 pakai(As-As')/(b*d)=0.00686588920.00600765310.00600765310.00600765310.00600765310.0040051020.00600765310.0040051020.007850.01570.007850.0117750.007850.007850.007850.007850.0046726190.00934523810.0046726190.00700892860.0046726190.0046726190.0046726190.004672619Cc+Ts2=(As1p+As2p)*fyCc0,85*f'c*a*bN=854594.228740752755958.414521372854594.228740752755958.414521372787239.652221421590317.807511066755958.414521372590317.807511066614694.178782828805212.921567274597319.237509606682890.160529208576473.570377472517397.4702349517397.4702349517397.4702349806824.28829754906013.728843092806824.28829754787239.652221421767062.200381924641806.116681941590317.807511066590317.807511066Ts2((a-*d')/a)c*Es*As2pC10,85*f'c*ba2=7437.57437.57437.57437.57437.57437.57437.57437.55312.55312.55312.55312.55312.55312.55312.55312.57437.57437.57437.57437.57437.57437.57437.57437.5C2c*Es*As2p-Ast*fya=98125-29437598125-294375-196250-196250-294375-196250196250-39250098125-1962500-196250-196250-196250490625-392500490625-196250294375-98125-196250-196250C3*ds'*c*Es*As2p=-109470703.125-46916015.625-109470703.125-46916015.625-62554687.5-31277343.75-46916015.625-31277343.75-93832031.25-62554687.5-78193359.375-62554687.5-62554687.5-31277343.75-31277343.75-31277343.75-140748046.875-62554687.5-140748046.875-62554687.5-109470703.125-46916015.625-31277343.75-31277343.75C10,85*f'c*b/(0,85*f'c*b)a2=111111111111111111111111C2c*Es*As2p-Ast*fy/(0,85*f'c*b)a=13.1932773109-39.579831932813.1932773109-39.5798319328-26.3865546218-26.3865546218-39.5798319328-26.386554621836.9411764706-73.882352941218.4705882353-36.94117647060-36.9411764706-36.9411764706-36.941176470665.9663865546-52.773109243765.9663865546-26.386554621839.5798319328-13.1932773109-26.3865546218-26.3865546218C3*ds'*c*Es*As2p/(0,85*f'c*b)=-14718.75-6308.0357142857-14718.75-6308.0357142857-8410.7142857143-4205.3571428571-6308.0357142857-4205.3571428571-17662.5-11775-14718.75-11775-11775-5887.5-5887.5-5887.5-18924.1071428571-8410.7142857143-18924.1071428571-8410.7142857143-14718.75-6308.0357142857-4205.3571428571-4205.3571428571amm=114.903425713101.6414674987114.903425713101.6414674987105.847348197879.3704615141101.641467498779.3704615141115.7071395356151.5694911185112.4365623547128.5440302173108.512672071197.392464985497.392464985497.3924649854108.4805765778121.8169719453108.4805765778105.8473481978103.134413496786.293259385879.370461514179.3704615141ca/mm=135.1805008389119.5781970573135.1805008389119.5781970573124.526291997593.377013546119.578197057393.377013546136.1260465125178.3170483748132.2783086526151.2282708438127.6619671424114.5793705711114.5793705711114.5793705711127.6242077386143.3140846415127.6242077386124.5262919975121.3346041138101.521481630493.37701354693.377013546s'((c-d')/c)*c=0.00161296560.00143198840.00161296560.00143198840.00149429390.00099201120.00143198840.00099201120.00162260010.00194850210.0015825340.00176015250.00153127750.00136357980.00136357980.00136357980.0015308430.00169168480.0015308430.00149429390.00145468650.00115310020.00099201120.0009920112BELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHfss'*EsN/mm2=322.5931272092286.3976801553322.5931272092286.3976801553298.8587759381198.4022343836286.3976801553198.4022343836324.5200241927389.7004221313316.5068076394352.0304914501306.2555055401272.7159539007272.7159539007272.7159539007306.1685971301338.3369534557306.1685971301298.8587759381290.9373028915230.6200481142198.4022343836198.4022343836M1Cc(d-a/2)Nmm=474341062.865257443505127.947414474341062.865257443505127.947414440520672.193708352900703.877234424606167.58438352900703.877234217999096.189846291257796.803668212813924.625742254873718.516459206518004.030707201166085.726077188231148.970205201166085.726077369735065.756736431798454.758899369735065.756736381477698.277101353564122.619786317279016.865427279110977.938351293868923.126127M2As2p*fs*(d-d')Nmm=609348174.192586242386411.650211609348174.192586242386411.650211322580691.278219111942260.681137231847872.013245111942260.681137334357037.42601286795154.412272271750766.871638259072439.801547210359250.367885100350948.66191393660885.4177851100350948.661913608366570.266107315393478.799531608366570.266107278592415.194825449634509.828134161235844.57607887606986.620020592474041.4322438MnM1+M2KNm=1083.6892370578685.89153959761083.6892370578685.8915395976763.1013634719464.8429645584656.4540395976464.8429645584552.3561336159578.0529512159484.5646914974513.946158318416.8772543986301.517034388281.892034388301.517034388978.1016360228747.1919335584978.1016360228660.0701134719803.1986324479478.5148614415366.7179645584386.3429645584Mt*MnKNm=866.9513896463548.7132316781866.9513896463548.7132316781610.4810907775371.8743716467525.1632316781371.8743716467441.8849068927462.4423609728387.6517531979411.1569266544333.5018035189241.2136275104225.5136275104241.2136275104782.4813088183597.7535468467782.4813088183528.0560907775642.5589059583382.8118891532293.3743716467309.0743716467AMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANKONTROL KUAT LENTUR MOMEN POSITIFTsCc+CsAs'*fy =0,85*f'c*a*b + Ast((a-*d)/a)*c*EsC10,85*f'c*ba2=7437.57437.57437.57437.57437.57437.57437.57437.55312.55312.55312.55312.55312.55312.55312.55312.57437.57437.57437.57437.57437.57437.57437.57437.5C2c*Es*Ast-As2p*fya=157000011775001570000117750012756257850001177500785000117750015700001079375127562598125078500078500078500014718751570000147187512756251275625883125785000785000C3*ds*c*Es*Ast=-218941406.25-93832031.25-218941406.25-93832031.25-153258984.375-62554687.5-131364843.75-62554687.5-175153125-125109375-153258984.375-109470703.125-131364843.75-62554687.5-87576562.5-62554687.5-240835546.875-125109375-240835546.875-109470703.125-197047265.625-78193359.375-87576562.5-62554687.5C10,85*f'c*b/(0,85*f'c*b)a2=111111111111111111111111C2c*Es*Ast-As2p*fy/(0,85*f'c*b)a=211.0924369748158.3193277311211.0924369748158.3193277311171.512605042105.5462184874158.3193277311105.5462184874221.6470588235295.5294117647203.1764705882240.1176470588184.7058823529147.7647058824147.7647058824147.7647058824197.8991596639211.0924369748197.8991596639171.512605042171.512605042118.7394957983105.5462184874105.5462184874C3*ds*c*Es*Ast/(0,85*f'c*b)=-29437.5-12616.0714285714-29437.5-12616.0714285714-20606.25-8410.7142857143-17662.5-8410.7142857143-32970-23550-28848.75-20606.25-24727.5-11775-16485-11775-32381.25-16821.4285714286-32381.25-14718.75-26493.75-10513.3928571429-11775-8410.7142857143amm=95.892368275458.253304270295.892368275458.253304270281.457313617453.036698170275.52954837453.0366981702101.901303814865.27146077696.323157885267.078481963890.010886771857.394461752574.251377438257.3944617525106.409299569361.6705055818106.409299569362.813187691798.221667415859.112992712167.891720177553.0366981702ca/mm=112.814550912268.5332991414112.814550912268.533299141495.832133667562.396115494388.858292204862.3961154943119.88388684176.7899538542113.321362217978.9158611339105.89516090867.522896179487.354561692167.5228961794125.18741125872.5535359785125.18741125873.8978678726115.554902842169.544697308379.872611973562.3961154943s'((c-d)/c)*c=0.00067317250.00026410370.00067317250.00026410370.0002608353-0.00000499480.0000458581-0.00000499480.00081038130.00055827430.00068357890.00062405180.00052113320.0002231641-0.00000499480.00022316410.00090314380.00041570140.00090314380.00046271430.00072835260.0003038922-0.0002864832-0.0000049948BELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHfss'*EsN/mm2=134.634499047552.8207386804134.634499047552.820738680452.1670551325-0.99895166419.1716293734-0.9989516641162.0762607602111.6548699688136.7157703323124.81035547104.226637460744.6328264661-0.998951664144.6328264661180.628759134483.1402840091180.628759134492.542869239145.670510651460.778442478-57.2966465326-0.9989516641M1cc(d-a/2)Nmm=420469480.239429263583198.213999420469480.239429263583198.213999361547216.547715241008092.465243336901872.45061241008092.465243209258751.09684140388562.184722199231001.699622143953208.216891187684160.186545124647266.639244157931828.04982124647266.639244383280621.945454232394141.46123383280621.945454236433217.070426356779837.066404223318825.928623254266978.410513201562048.201173M2As*fs*(d-ds)Nmm=363302781.02347489407353.4569406363302781.02347489407353.456940698538676.4839243-1127254.5184037414849441.1824095-1127254.51840374222652263.21931164342011.735253164336628.307232160742086.712707107386007.40869332846970.7273906-686154.92424566632846970.7273906438673875.504113155004666.999464438673875.504113150967785.357789289451856.86769470821130.4343202-50600100.9690779-931210.254333522MnM1+M2KNm=783.7722612629352.9905516709783.7722612629352.9905516709460.0858930316239.8808379468351.751313633239.8808379468431.9110143162304.73057392363.5676300069304.6952949296295.0701675952157.4942373666157.2456731256157.4942373666821.9544974496387.3988084607821.9544974496387.4010024282646.2316939341294.1399563629203.6668774414200.6308379468Mt*MnKNm=627.0178090103282.3924413368627.0178090103282.3924413368368.0687144253191.9046703575281.4010509064191.9046703575345.5288114529243.784459136290.8541040055243.7562359437236.0561340762125.9953898933125.7965385005125.9953898933657.5635979597309.9190467686657.5635979597309.9208019426516.9853551473235.3119650904162.9335019531160.5046703575AMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANMOMEN KAPASITAS (MOMEN NEGATIF)ooverstrength factor =1.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.251.25dianggap tulangan desak sudah lelehAst*fy*o=0,85*f'c*a*b+As2p*fyC10,85*f'c*ba2=7437.57437.57437.57437.57437.57437.57437.57437.55312.55312.55312.55312.55312.55312.55312.55312.57437.57437.57437.57437.57437.57437.57437.57437.5C2c*Es*As2p-Ast*fy*oa=-392500-588750-392500-588750-539687.5-392500-588750-392500-196250-785000-245312.5-539687.5-294375-392500-392500-392500-49062.5-785000-49062.5-539687.5-147187.5-343437.5-392500-392500C3*ds'*c*Es*As2p=-109470703.125-46916015.625-109470703.125-46916015.625-62554687.5-31277343.75-46916015.625-31277343.75-93832031.25-62554687.5-78193359.375-62554687.5-62554687.5-31277343.75-31277343.75-31277343.75-140748046.875-62554687.5-140748046.875-62554687.5-109470703.125-46916015.625-31277343.75-31277343.75C10,85*f'c*b/(0,85*f'c*b)a2=111111111111111111111111C2c*Es*As2p-Ast*fy*o/(0,85*f'c*b)a=-52.7731092437-79.1596638655-52.7731092437-79.1596638655-72.5630252101-52.7731092437-79.1596638655-52.7731092437-36.9411764706-147.7647058824-46.1764705882-101.5882352941-55.4117647059-73.8823529412-73.8823529412-73.8823529412-6.5966386555-105.5462184874-6.5966386555-72.5630252101-19.7899159664-46.1764705882-52.7731092437-52.7731092437C3*ds'*c*Es*As2p/(0,85*f'c*b)=-14718.75-6308.0357142857-14718.75-6308.0357142857-8410.7142857143-4205.3571428571-6308.0357142857-4205.3571428571-17662.5-11775-14718.75-11775-11775-5887.5-5887.5-5887.5-18924.1071428571-8410.7142857143-18924.1071428571-8410.7142857143-14718.75-6308.0357142857-4205.3571428571-4205.3571428571amm=150.5437141609128.3187682015150.5437141609128.3187682015134.907383666596.3980351637128.318768201596.3980351637152.6483160062205.1591676349146.5864806622170.6066478246139.6997032403122.1007356465122.1007356465122.1007356465140.9027743909158.5829166576140.9027743909134.9073836665131.6186623036105.799191782996.398035163796.3980351637ca/mm=177.110251954150.9632567077177.110251954150.9632567077158.7145690194113.4094531338150.9632567077113.4094531338179.5862541249241.3637266293172.454683132200.7137033231164.3525920474143.64792429143.64792429143.64792429165.7679698717186.5681372442165.7679698717158.7145690194154.8454850631124.4696373916113.4094531338113.4094531338s'((c-d)/c)*c=0.00194133740.00175797590.00194133740.00175797590.0018186340.00134669870.00175797590.00134669870.00195593350.00222316410.00191275790.00206583360.00185916010.00169472530.00169472530.00169472530.00186890090.00199500520.00186890090.0018186340.00178911550.00149360850.00134669870.0013466987BELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHLELEHBELUM LELEHLELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHfss'*EsN/mm2=388.2674797971351.5951840347388.2674797971351.5951840347363.7267943851269.3397334722351.5951840347269.3397334722391.1866908593400382.5515705404400371.8320135214338.9450617866338.9450617866338.9450617866373.7801818468399.0010483359373.7801818468363.7267943851357.8230971041298.7217060654269.3397334722269.3397334722M1cc(d-a/2)Nmm=601517629.902448547179564.341255601517629.902448547179564.341255546885112.375587422505460.137236523320293.378781422505460.137236272619842.11481365032467.104688264154102.182439319212688.374654254299408.983305244187877.932707227971373.97966244187877.932707463251202.451218540438849.38128463251202.451218471632087.424138437271660.461258381323087.499227332885411.820938350809421.484197M2As2p*fs*(d-d')Nmm=733400869.260463297564892.863101733400869.260463297564892.863101392597608.689373151966527.745028284627288.825575151966527.745028403044537.42601294375000328456387.518711294375000255402114.287524124721190.704291116406444.657338124721190.704291742712901.960297371943789.745667742712901.960297339061571.140822553004414.602538208848480.279623118930326.061326125537566.398066MnM1+M2KNm=1334.9184991629844.74445720441334.9184991629844.7444572044939.482721065574.4719878823807.9475822044574.4719878823675.6643795408659.4074671047592.6104897012613.5876883747509.7015232708368.909068637344.377818637368.9090686371205.9641044115912.38263912691205.9641044115810.693658565990.2760750638590.1715677788451.8157378823476.3469878823Mt*MnKNm=1067.9347993303675.79556576351067.9347993303675.7955657635751.586176852459.5775903058646.3580657635459.5775903058540.5315036327527.5259736838474.0883917609490.8701506997407.7612186167295.1272549096275.5022549096295.1272549096964.7712835292729.9061113016964.7712835292648.554926852792.220860051472.1372542231361.4525903058381.0775903058AMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANMOMEN KAPASITAS (MOMEN POSITIF)TsTs'+Cc1717188735938171718873593898125049062573593849062514718759812501226563981250981250490625490625490625220781398125022078139812501717188735938490625490625As*fy*oAs2p*((a-d')/a)*c*Es + 0.85*f'c*a*bC10,85*f'c*ba2=7437.57437.57437.57437.57437.57437.57437.57437.55312.55312.55312.55312.55312.55312.55312.55312.57437.57437.57437.57437.57437.57437.57437.57437.5C2c*Es*Ast-As2p*fya=1226562.51030312.51226562.51030312.510793756868751030312.56868758831251373750834062.510793757850006868756868756868751030312.513737501030312.51079375932187.5735937.5686875686875C3*ds*c*Es*Ast=-218941406.25-93832031.25-218941406.25-93832031.25-153258984.375-62554687.5-131364843.75-62554687.5-175153125-125109375-153258984.375-109470703.125-131364843.75-62554687.5-87576562.5-62554687.5-240835546.875-125109375-240835546.875-109470703.125-197047265.625-78193359.375-87576562.5-62554687.5C10,85*f'c*b/(0,85*f'c*b)a2=111111111111111111111111C2c*Es*Ast-As2p*fy/(0,85*f'c*b)a=164.9159663866138.5294117647164.9159663866138.5294117647145.126050420292.3529411765138.529411764792.3529411765166.2352941176258.5882352941157203.1764705882147.7647058824129.2941176471129.2941176471129.2941176471138.5294117647184.7058823529138.5294117647145.1260504202125.336134453898.949579831992.352941176592.3529411765C3*ds*c*Es*Ast/(0,85*f'c*b)=-29437.5-12616.0714285714-29437.5-12616.0714285714-20606.25-8410.7142857143-17662.5-8410.7142857143-32970-23550-28848.75-20606.25-24727.5-11775-16485-11775-32381.25-16821.4285714286-32381.25-14718.75-26493.75-10513.3928571429-11775-8410.7142857143amm=107.901726284162.6961629748107.901726284162.696162974888.283617986656.502547335180.602233370356.5025473351116.578480226171.3721945683108.612265765874.270854747299.859127644661.663044551279.103566269161.6630445512123.553471375366.8654444308123.553471375368.8022556323111.74820681364.372246472271.752603163756.5025473351ca/mm=126.94320739373.7601917351126.94320739373.7601917351103.863079984266.473585100194.826156906366.4735851001137.151153207283.9672877275127.77913619587.3774761732117.481326640772.544758295593.063019140272.5447582955145.357025147478.6652287421145.357025147480.9438301556131.468478603575.732054673284.414827251466.4735851001s'((c-d)/c)*c=0.00093214620.00045797840.00093214620.00045797840.00047263420.00017933070.00023177650.00017933070.00108605330.00076698750.0009456740.00085413810.00076560240.00041538870.00017933070.00041538870.00119410170.00061648190.00119410170.00068357890.00100332370.0005241659-0.00010964330.0001793307BELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHBELUM LELEHfss'*EsN/mm2=186.42923021991.595681656186.42923021991.59568165694.526832749735.866142265146.355291484735.8661422651217.2106557449153.3975073518189.1348027281170.8276132208153.120470280583.077745641735.866142265183.0777456417238.8203463386123.296371222238.8203463386136.7157703323200.6647330397104.8331890397-21.928655301935.8661422651CsAs*fsN=914668.410762176269634.787874769914668.410762176269634.787874769324640.59122471170387.3041951997136458.38930813370387.3041951997852551.82379886602085.216355647649559.838119349586686.084155307450748.384388264163040.07582179170387.3041951999163040.0758217911288883.55664611483938.2570462121288883.55664611469533.223734948886060.211828401257168.916862902-43034.986029916970387.3041951997Cc0,85*f'c*a*bN=802519.089237824466302.712125232802519.089237824466302.712125232656609.408775289420237.6958048599479.110691866420237.6958048619323.17620114379164.783644354577002.661880651394563.915844692530501.615611736327584.924178209420237.6958048327584.924178209918928.943353894497311.742953788918928.943353894511716.776265052831127.288171599478768.583137098533659.986029917420237.6958048TsAs2p*fyN=1717187.5735937.51717187.5735937.5981250490625735937.549062514718759812501226562.59812509812504906254906254906252207812.59812502207812.59812501717187.5735937.5490625490625Kontrol Cc+Cs-Ts = 0=000000000000000000000000M1Cc*(d-a/2)Nmm=468309321.83677282650283.562333468309321.83677282650283.562333389604570.988887256029280.925958358008255.475752256029280.925958234854012.262835152353681.488539221103881.342916157969413.540952205606742.555625133218462.441016167232841.705158133218462.441016437155876.603407250678576.48104437155876.603407257444133.016509400292425.348975241928408.817763267696495.890109214005511.345478M2As*fs*(d-ds)Nmm=503067625.919197155040003.027992503067625.919197155040003.027992178552325.17359140472699.912239875052114.119473240472699.9122398298393138.329601225781956.133368227345943.341772220007281.55824157761934.53589261140028.433171824635556.4683261140028.4331718579997600.490748229870672.096951579997600.490748223028281.2741398727095.322781122155235.509879-19365743.713462633433969.4927198MnM1+M2KNm=971.376947756437.6902865903971.376947756437.6902865903568.1568961625296.5019808382433.0603695952296.5019808382533.2471505924378.1356376219448.4498246847377.9766950992363.3686770915194.3584908742191.8683981735194.35849087421017.1534770942480.5492485781017.1534770942480.4724142906799.0195206718364.0836443276248.3307521766247.4394808382Mt*MnKNm=777.1015582048350.1522292723777.1015582048350.1522292723454.52551693237.2015846706346.4482956762237.2015846706426.5977204739302.5085100975358.7598597478302.3813560794290.6949416732155.4867926994153.4947185388155.4867926994813.7227816753384.4393988624813.7227816753384.3779314325639.2156165374291.2669154621198.6646017413197.9515846706AMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANAMANTULANGAN SUSUTb balokmm=350350350350250250250250350350350350ht balokmm=700700700700500500500500600600600600Dipakai tulangan D12mm=121212121212121212121212Ad1/4*phi*D2mm2=113.0973355292113.0973355292113.0973355292113.0973355292113.0973355292113.0973355292113.0973355292113.0973355292113.0973355292113.0973355292113.0973355292113.0973355292Ast mm2=490.0490490490250250250250420420420420n=4.33255122864.33255122864.33255122864.33255122862.21048532072.21048532072.21048532072.21048532073.71361533883.71361533883.71361533883.7136153388n dipakai=6D126D126D126D124D124D124D124D124D124D124D124D12

Gaya Geser Balok

1.2 VD + 1.0 VLBALOK 1 LANTAI 1-3BALOK 1 LANTAI 4-6BALOK 1 LANTAI 7-9BALOK 1 LANTAI ATAP175.107176.71178.96138.902

32.03430.37328.98219.426

30.96229.36928.32519.204

174.776177.356177.91137.0341.2 VD + 1.0 VLBALOK 2 LANTAI 1-3BALOK 2 LANTAI 4-6BALOK 2 LANTAI 7-9BALOK 2 LANTAI ATAP57.12263.2366.1642.398

55.02961.865.22241.9331.2 VD +1.0 VLBALOK 3 LANTAI 1-3BALOK 3 LANTAI 4-6BALOK 3 LANTAI 7-9BALOK 3 LANTAI ATAP127.213123.638121.308114.777

55.51556.04456.17738.811

53.06453.06553.09536.646

121.306121.299120.7887.936

Desain Tul Geser B1

Balok 1B1 lantai 1-3B1 lantai 4-6B1 lantai 7-9B1 lantai AtapSatBalok 1 Lt 1-3Balok 1 Lt 4-6Balok 1 Lt 7-9Balok 1 Lt Atapbmm=350350350350V1175.107V1176.71V1178.96V1138.902h totalmm=700700700700h- (tumpuan)mm=612.5612.5612.5612.5h kolommm=700700700700L balokm=10.410.410.410.432.034V230.373V228.982V219.426V2L nettom=9.79.79.79.7D Tulmm=10101010f'cMPa=25252525V330.962V329.369V328.325V319.204fyMPa=370370370370=0.750.750.750.75k=1111174.776V4177.356V4177.91V4137.034V4Mkap +KNm=971.376947756971.376947756568.1568961625433.0603695952Mkap -KNm=1334.91849916291334.9184991629939.482721065807.9475822044Ve237.7624172081Ve237.7624172081Ve155.4267646626Ve127.938964103V1kN=175.107176.71178.96138.902V2kN=32.03430.37328.98219.426V3kN=30.96229.36928.32519.204V4kN=174.776177.356177.91137.034VukN=237.7624172081237.7624172081155.4267646626127.938964103Vu1334.3867646626Vu1266.840964103Vu1kN=412.8694172081414.4724172081334.3867646626266.840964103291.0941461059232.3530465773Vu2kN=269.7964172081268.1354172081268.1354172081147.364964103Vu1412.8694172081Vu1414.4724172081Vu3kN=206.8004172081208.3934172081127.1017646626108.734964103371.5699945277372.2308089607yVcn =178.6458333333yVcn =178.6458333333Vu4kN=62.986417208160.406417208122.48323533749.095035897Vcn =178.6458333333Vcn =178.6458333333155.4267646626127.938964103Vu1/kN=550.4925562775552.6298896108445.8490195502355.7879521374y237.7624172081y237.7624172081184.4087646626Vu2147.364964103Vu2Vu2/kN=359.7285562775357.5138896108357.5138896108196.4866188041269.7964172081Vu2268.1354172081Vu2y'y'Vu3/kN=275.7338896108277.8578896108169.4690195502144.9799521374Vu3127.1017646626Vu3108.734964103Vu4/kN=83.981889610880.541889610829.977647116512.1267145293VckN=178.6458333333178.6458333333178.6458333333178.6458333333y'Vu3206.8004172081Vu3208.3934172081y'kN=371.5699945277372.2308089607291.0941461059232.3530465773y'y'/kN=495.4266593703496.3077452809388.1255281412309.804062103Admm2=78.539816339778.539816339778.539816339778.539816339762.9864172081Vu460.4064172081Vu422.4832353374Vu49.095035897Vu4Daerah Sendi PlastishhVs1kN=371.8467229442373.9840562775267.2031862168177.1421188041=816.6666666667816.6666666667816.6666666667816.66666666672h2h2h2hAMANAMANAMANAMAN1.41.41.41.4Jumlah Kakibuah=2222hSmm=95.733455640495.186335242133.2251020656200.95825880554.854.854.854.85s pakai2P10-752P10-752P10-1252P10-1502h2h2h2hDaerah Luar Sendi Plastis1.41.41.41.4Vs2kN=316.780826037317.6619119476209.4796948079131.1582287697Jumlah Kakibuah22224.854.854.854.85Smm=112.3747677577112.06307844169.9361448308271.4139409316s pakai2P10-1002P10-1002P10-1502P10-250

-+-+---+-+---+---+--

Desain Tul Geser B2

Balok 2B2 lantai 1-3B2 lantai 4-6B2 lantai 7-9B2 lantai AtapSatBalok 3 Lt 1-3Balok 3 Lt 4-6Balok 3 Lt 7-9Balok 3 Lt AtapV157.122V163.23V166.16V142.398bmm=250250250250h totalmm=500500500500h- (tumpuan)mm=412.5412.5412.5412.5b kolommm=500500500500L balokm=4.24.24.24.2Ln Balokm=3.73.73.73.7D Tulmm=10101010f'cMPa=25252525fyMPa=370370370370=0.750.750.750.75k=111155.029V261.8V265.222V241.933V2Mkap +kNm=533.2471505924448.4498246847363.3686770915191.8683981735326.732845982281.3676525367235.9649190168144.9314099488Mkap -kNM=675.6643795408592.6104897012509.7015232708344.377818637V1kN=57.12263.2366.1642.398V2kN=55.02961.865.22241.933VuKN=326.732845982281.3676525367235.9649190168144.9314099488Vu1kN=383.854845982344.5976525367302.1249190168187.3294099488Vu2kN=271.703845982219.5676525367170.7429190168170.7429190168Vu1/kN=511.8064613093459.4635367156402.8332253558249.7725465984Vu1383.854845982Vu1344.5976525367Vu1302.1249190168Vu1187.3294099488Vu2/kN=362.2717946426292.756870049227.6572253558227.6572253558353.5437649009310.8057606448266.6162703682164.5372477866VckN=85.937585.937585.937585.9375Vcn =85.9375Vcn =85.9375Vcn =85.9375Vcn =85.9375y'kN=353.5437649009310.8057606448266.6162703682164.5372477866y326.732845982y281.3676525367y235.9649190168y144.9314099488y'/kN=471.3916865345414.4076808598355.4883604909219.3829970488Admm2=78.539816339778.539816339778.539816339778.5398163397271.703845982Vu2219.5676525367Vu2170.7429190168Vu2102.9984099488Vu2Daerah Sendi PlastisVs1kN=425.8689613093373.5260367156316.8957253558163.8350465984y'y'y'y'416.6666666667416.6666666667416.6666666667416.6666666667Dimensi DiperbesarAMANAMANAMANJumlah Kakibuah=2222Smm=56.294966564464.18368890375.6535258113146.3318101681s pakai2P10-502P10-60P10-70P10-100Daerah Luar Sendi PlastisVs2kN=385.4541865345328.4701808598269.5508604909133.44549704882h2h2h2h2h2h2h2hJumlah Kakibuah=222211111111Smm=62.197479688272.987687573288.9415782018179.6559604326s pakai2P10-60P10-70P10-80P10-1753.73.73.73.7

+--+--+--+--+--+--+--+--

Desain Tul Geser B3

Balok 3B3 lantai 1-3B3 lantai 4-6B3 lantai 7-9B3 lantai AtapSatBalok 1 Lt 1-3Balok 1 Lt 4-6Balok 1 Lt 7-9Balok 1 Lt Atapbmm=350350350350V1127.213V1123.638V1121.308V1114.777h totalmm=600600600600h- (tumpuan)mm=512.5512.5512.5512.5b kolommm=700700700700L balokm=7.87.87.87.855.515V256.044V256.177V238.811V2L nettom=7.17.17.17.1D Tulmm=10101010f'cMPa=25252525V353.064V353.065V353.095V336.646fyMPa=370370370370=0.750.750.750.75k=1111121.306V4121.299V4120.78V487.936V4Mkap +KNm=1017.15347709421017.1534770942799.0195206718248.3307521766Mkap -KNm=1205.96410441151205.9641044115990.2760750638451.8157378823Ve313.1151523247Ve313.1151523247Ve252.0134641881Ve98.6121816984V1kN=127.213123.638121.308114.777V2kN=55.51556.04456.17738.811V3kN=53.06453.06553.09536.646V4kN=121.306121.299120.7887.936VukN=313.1151523247313.1151523247252.013464188198.6121816984Vu1213.3891816984Vu1kN=440.3281523247436.7531523247373.3214641881213.3891816984Vu1373.3214641881183.4307591632Vu2kN=368.6301523247369.1591523247369.1591523247137.4231816984Vu1440.3281523247Vu1436.7531523247347.6359993994Vu3kN=260.0511523247260.0501523247198.918464188161.9661816984412.0528847191410.0963635923Vcn =149.4791666667yVcn =149.4791666667Vu4kN=191.8091523247191.8161523247131.233464188110.6761816984Vcn =149.4791666667Vcn =149.4791666667252.013464188198.6121816984Vu1/kN=587.1042030997582.337536433497.7619522508284.5189089313y313.1151523247y313.1151523247y308.1904641881Vu2137.4231816984Vu2Vu2/kN=491.5068697663492.2122030997492.2122030997183.2309089313368.6301523247Vu2369.1591523247Vu2y'Vu3/kN=346.7348697663346.733536433265.224618917582.6215755979Vu361.9661816984Vu4/kN=255.745536433255.7548697663174.977952250814.2349089313y'Vu3198.9184641881VckN=149.4791666667149.4791666667149.4791666667149.4791666667y'Vu3260.0511523247Vu3260.0501523247y'kN=412.0528847191410.0963635923347.6359993994183.4307591632y'y'/kN=549.4038462921546.7951514565463.5146658658244.574345551Admm2=78.539816339778.539816339778.539816339778.5398163397191.8091523247Vu4191.8161523247Vu4131.2334641881Vu410.6761816984Vu4Daerah Sendi PlastisVs1kN=437.625036433432.8583697663348.2827855841135.0397422646700700700700hhAMANAMANAMANAMANJumlah Kakibuah=2222hh2h2h2h2hSmm=68.063348453868.812866811285.5231053033220.57377218991.41.41.41.4s pakaiP10-60P10-60P10-80P10-1252h2h2h2hDaerah Luar Sendi Plastis1.41.41.41.43.553.553.553.55Vs2kN=399.9246796255397.3159847898314.035499199295.0951788843Jumlah Kakibuah=22223.553.553.553.55Smm=74.479587943374.968605561294.8498670463313.2253989772s pakaiP10-70P10-70P10-90P10-250

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Rekapitulasi Balok Induk

Rekapitulasi Desain Tulangan Balok Induk

LantaiBalok BentangUkuran b/ht (mm)Momen TulanganR1Momen (KNm)Tulangan SusutTulangan SengkangUltimateTersediaKapasitasSendi PlastisLuar Sendi PlastisLantai 1-3B1350 X 700Tumpuan Positif7D250.25432.59812627.0178090103971.3769477566D122P10-752P10-100Tumpuan Negatif10D25845.12258866.95138964631334.9184991629Lap. Positif3D25253.54017281.6204437.6902865903Lap. Negatif3D25213.93983281.6204844.7444572044B2250 x 500Tumpuan Positif6D250.25314.6826345.5288114529533.24715059244D122P10-502P10-60Tumpuan Negatif8D25374.0894441.8849068927675.6643795408Lap. Positif4D25191.2928228.3519378.1356376219Lap. Negatif4D25180.6651228.3519659.4074671047304.4085234.5204160.4896160.4896B3350 x 600Tumpuan Positif9D260.25496.5742657.56359795971017.15347709424D12P10-60P10-70Tumpuan Negatif11D27756.9851782.48130881831205.9641044115Lap. Positif4D28275.2083304.4085480.549248578Lap. Negatif4D29238.4196288.7085912.3826391269Lantai 4-6B1350 X 700Tumpuan Positif7D250.25424.24358627.0178090103971.3769477566D122P10-752P10-100Tumpuan Negatif10D25809.00352866.95138964631334.9184991629Lap. Positif3D25237.299744281.6204437.6902865903Lap. Negatif3D25208.337356281.6204844.7444572044B2250 x 500Tumpuan Positif5D250.25276.8913290.8541040055448.44982468474D122P10-60P10-70Tumpuan Negatif7D25349.1689387.6517531979592.6104897012Lap. Positif4D25180.3697228.3519377.9766950992Lap. Negatif3D25167.6924179.9636613.5876883747B3350 x 600Tumpuan Positif9D250.25463.8851657.56359795971017.15347709424D12P10-60P10-70Tumpuan Negatif11D25735.4678782.48130881831205.9641044115Lap. Positif4D25265.4655304.4085480.4724142906Lap. Negatif3D25228.4702234.5204810.693658565Lantai 7-9B1350 X 700Tumpuan Positif4D250.25321.44842368.0687144253568.15689616256D122P10-1252P10-150Tumpuan Negatif7D25593.29808610.4810907775939.482721065Lap. Positif2D25160.74608191.8896296.5019808382Lap. Negatif2D25150.65262191.8896574.4719878823B2250 x 500Tumpuan Positif4D250.25191.8334236.0561340762363.36867709154D12P10-70P10-80Tumpuan Negatif6D25245.2142333.5018035189509.7015232708Lap. Positif2D25125.3716125.7755194.3584908742Lap. Negatif2D25105.018125.7755368.909068637B3350 x 600Tumpuan Positif7D250.25291.3953516.9853551473799.01952067184D12P10-80P10-90Tumpuan Negatif9D25572.6773642.5589059583990.2760750638Lap. Positif3D25195.695234.5204364.0836443276Lap. Negatif2D25159.0965160.4896590.1715677788Lantai AtapB1350 X 700Tumpuan Positif3D250.25252.6657281.4010509064433.06036959526D122P10-1502P10-250Tumpuan Negatif6D25467.4458525.1632316781807.9475822044Lap. Positif2D2586.526175191.8896296.5019808382Lap. Negatif2D2574.825825191.8896574.4719878823B2250 x 500Tumpuan Positif2D250.2580.4297125.7965385005191.86839817354D12P10-100P10-175Tumpuan Negatif4D25159.0989225.5136275104344.377818637Lap. Positif2D2538.9892125.7755194.3584908742Lap. Negatif2D2535.511125.7755368.909068637B3350 x 600Tumpuan Positif2D250.25137.0306162.9335019531248.33075217664D12P10-125P10-250Tumpuan Negatif4D25238.8498293.3743716467451.8157378823Lap. Positif2D2557.779952160.4896247.4394808382Lap. Negatif2D2549.627948160.4896476.3469878823

Momen Balok AnakBalok AnakMu-Mu+50% Mu-Mm- cobam+cek

Lantai

Ba1104.993844.919652.4969299.826899.7441150.1692950%

Ba241.184916.74620.59245115.861837.89010820.04079253%

Ba311.18013.18565.5900528.73149.5030854.86261551%

Atap

Ba175.255731.082437.62785212.676269.23524437.10285654%

Ba227.396111.943813.6980578.679826.02629513.31360551%

Ba34.81451.34562.4072512.32024.0923252.06777551%

desain balok anaksimbolketerangansatuanTumpuan LapanganTumpuan LapanganTumpuan LapanganTumpuan LapanganTumpuan LapanganTumpuan LapanganINPUT DATAB1 1-9B1 AtapB2 1-9B2 AtapB3 1-9B3 AtapMuKNm=99.744150.169369.235237.102937.890120.040826.026313.31369.50314.86264.09232.0678f'cMutu BetonMpa=252525252525252525252525fyMutu Baja PokokMpa=400400400400400400400400400400400400fysMutu Baja BegelMpa=370370370370370370370370370370370370sbSelimut Betonmm=404040404040404040404040DpDiameter Tul Pokokmm=191919191919191919191919dsDiameter Tul Begelmm=888888888888EsModulus ElastisMpa=200000200000200000200000200000200000200000200000200000200000200000200000n lapisJumlah Lapis Tulanganlps=111111111111=0.850.850.850.850.850.850.850.850.850.850.850.85lentur=0.80.80.80.80.80.80.80.80.80.80.80.8geser=0.60.60.60.60.60.60.60.60.60.60.60.6JsJarak antar lapismm=191919191919191919191919cRegangan Desak Beton=0.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.0030.003fh/b=222222222222

HITUNGANds'sb+Ds+(1/2Dp)mm=57.557.557.557.557.557.557.557.557.557.557.557.5400350dssb+Ds+1/2(Dp+Js+Dp)cm=76.576.576.576.576.576.576.576.576.576.576.576.5350300Aid1/4**Dpmm2=283.385283.385283.385283.385283.385283.385283.385283.385283.385283.385283.385283.385250200yfy/Es=0.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.00200000.0020000mfy/(*f'c)=18.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.823529411818.8235294118kc/(c+y)=0.60.60.60.60.60.60.60.60.60.60.60.6b(/m)*k=0.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.027093750.02709375m0,75*b=0.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.02032031250.0203203125Rbb*fy(1-0,5*b*m)N/mm2=8.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.07393758.0

Fix PG Pondasi

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