latihan sambungan bambu nim 4

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Sambungan di A S = 4500 kg S = 4500 f'c = 20 MPa 200 kg/cm2 f'c = 20 fb = Fe = 50 MPa 500 kg/cm2 fb = Fe = 50 fs = 350 MPa 3500 kg/cm2 fs = 350 fy = 450 MPa 4500 kg/cm2 fy = 450 fv = 250 MPa 2500 kg/cm2 fv = 250 Bambu Bambu d1 = 120 mm 12 cm d1 = 80 t1 = 8 mm 0.8 cm t1 = 12 Baut Baut d2 = 12 mm 1.2 cm d2 = 12 Pelat Baja Pelat Baja t2 = 10 mm 1 cm t2 = 10 Cek Nilai P Cek Nilai P P1 = 3456 Kg --> tumpu bahan (bambu dan pengisi P1 = 2784 P2 = 8400 Kg --> tumpu besi (pelat atau baut be P2 = 8400 P3 = 1728 Kg --> lentur baut besi (leleh) P3 = 2592 P4 = 5654.867 Kg --> geser baut P4 = 5654.867

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Perencanaan SambunganSambungan di A

S =4500kgS =4500kgf'c =20MPa200kg/cm2f'c =20MPa200kg/cm2fb = Fe =50MPa500kg/cm2fb = Fe =50MPa500kg/cm2fs = 350MPa3500kg/cm2fs = 350MPa3500kg/cm2fy =450MPa4500kg/cm2fy =450MPa4500kg/cm2fv =250MPa2500kg/cm2fv =250MPa2500kg/cm2

BambuBambud1 =120mm12cmd1 =80mm8cmt1 =8mm0.8cmt1 =12mm1.2cm

BautBautd2 =12mm1.2cmd2 =12mm1.2cm

Pelat BajaPelat Bajat2 =10mm1cmt2 =10mm1cm

Cek Nilai PCek Nilai PP1 =3456Kg--> tumpu bahan (bambu dan pengisi)P1 =2784Kg--> tumpu bahan (bambu dan pengisi)P2 =8400Kg--> tumpu besi (pelat atau baut besi)P2 =8400Kg--> tumpu besi (pelat atau baut besi)P3 =1728Kg--> lentur baut besi (leleh)P3 =2592Kg--> lentur baut besi (leleh)P4 =5654.8667772Kg--> geser bautP4 =5654.8667772Kg--> geser baut