jurnal rekayasa sipil - zona rekayasa struktur - Universitas Brawijaya

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KodeD-1A(1)D-1A(2)D-1A(3)D-1A(4)D-1A(4)D-1A(5)D-1A(6)D-1B(1)D-1B(2)D-1B(3)D-1B(4)D-1B(5)D-1B(6)D-2A(1)D-2A(2)D-2A(3)D-2A(4)D-2A(5)D-2A(6)D-2B(1)D-2B(2)D-2B(3)D-2B(4)D-2B(5)D-2B(6)Tabel 1. Spesifikasi benda ujiTulanganBracing Kolom Balok SengkangBajadiameter6 mmBajadiameter6 mmBambudimensi8 x 8 mmBambudimensi8 x 8 mmBajadiameter6 mmBajadiameter6 mmBambudimensi8 x 8mmBambudimensi8 x 8mmBajadiameter6 mmBajadiameter6 mmBambudimensi8 x 8 mmBambudimensi8 x 8 mmBajadiameter 4mmBajadiameter 4mmBajadiameter 4mmBajadiameter 4mmPemasanganBracingPra retakPaska retakPra retakPaska retakGambar 1. Detail Benda UjiJURNAL REKAYASA SIPIL / Volume 5, No.1 – 2011 ISSN 1978 – 5658 3