latihan sambungan bambu nim 4
Post on 11-Nov-2015
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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
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