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1 Aksial Tekan Maks 5555.837 Ø=0.65 M(KNm) 0 Aksial Tarik Maks 2 -988.345 Ø=0.65 M(KNm) 0 3 Balance kondisi C a Material A(mm2) Si f(Mpa) Balance 323.4 263.2476 Cc Cs1 1140.398 61.000 400.000 Cs2 760.265 220.333 191.219 Cs3 760.265 379.666 -104.390 Ts1 1140.398 539.000 -400.000 Jumlah Ø*Jumlah (Ø=0.65) Lentur Murni 4 kondisi C a Material A(mm2) Si f(Mpa) L.Murni 88.1197 71.74706 Cc Cs1 1140.398 61.000 184.656 Cs2 760.265 220.333 -400.000 Cs3 760.265 379.666 -400.000 Ts1 1140.398 539.000 -400.000 Jumlah Ø*Jumlah (Ø=0.65) C = 80 5 kondisi C a Material A(mm2) Si f(Mpa) C = 80 80 65.136 Cc Cs1 1140.398 61.000 142.500 Cs2 760.265 220.333 -400.000 Cs3 760.265 379.666 -400.000 Ts1 1140.398 539.000 -400.000 Jumlah Ø*Jumlah (Ø=0.65) C = 70 6 kondisi C a Material A(mm2) Si f(Mpa) C = 70 70 56.994 Cc Cs1 1140.398 61 77.142857 Cs2 760.265 220.333 -400 Cs3 760.265 379.666 -400 Ts1 1140.398 539 -400 ØP (Kn) ØP (Kn)

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Sheet11Aksial Tekan MaksP (Kn)5555.837=0.65M(KNm)0

Aksial Tarik Maks2P (Kn)-988.345=0.65M(KNm)0

3BalancekondisiCaMaterialA(mm2)Sif(Mpa)P (Kn)Lengan(mm)M(KNm)Balance323.4263.2476Cc3132.646168.376527.4631035107Cs11140.39861.000400.000456.159238.995109.019768004Cs2760.265220.333191.219145.37779.66511.5814631028Cs3760.265379.666-104.390-79.364-79.6656.3225145094Ts11140.398539.000-400.000-456.159-238.995109.019768004Jumlah3198.660763.406617131*Jumlah (=0.65)2079.129496.2143011351Lentur Murni4kondisiCaMaterialA(mm2)Sif(Mpa)P (Kn)Lengan(mm)M(KNm)L.Murni88.119771.74705974Cc853.790264.126225.5085418129Kondisif Mn (KNm)f Pn (KN)Cs11140.39861.000184.656210.581238.99550.3278506793Aksial Tekan maks0.0005555.837Cs2760.265220.333-400.000-304.10679.665-24.22660449Balance496.2142079.129Cs3760.265379.666-400.000-304.106-79.66524.22660449Lentur Murni250.1570.000Ts11140.398539.000-400.000-456.159-238.995109.019768004C = 80230.847-82.385Jumlah-0.000384.8561604962C = 70204.221-193.810*Jumlah (=0.65)0.000250.1565043225C = 50135.536-474.796C = 80C = 3054.373-799.4105kondisiCaMaterialA(mm2)Sif(Mpa)P (Kn)Lengan(mm)M(KNm)Aksial Tarik Maks0.000-988.345C = 808065.136Cc775.118267.432207.2914639488Cs11140.39861.000142.500162.507238.99538.8382923514Cs2760.265220.333-400.000-304.10679.665-24.22660449Cs3760.265379.666-400.000-304.106-79.66524.22660449Ts11140.398539.000-400.000-456.159-238.995109.019768004Jumlah-126.746355.1495243042*Jumlah (=0.65)-82.385230.8471907977C = 706kondisiCaMaterialA(mm2)Sif(Mpa)P (Kn)Lengan(mm)M(KNm)C = 707056.994Cc678.2286271.503184.1410995858Cs11140.3986177.142857142987.97356238.99521.0252409722Cs2760.265220.333-400-304.10679.665-24.22660449Cs3760.265379.666-400-304.106-79.66524.22660449Ts11140.398539-400-456.159-238.995109.019768004Jumlah-298.169314.186108562*Jumlah (=0.65)-193.810204.2217C = 50kondisiCaMaterialA(mm2)Sif(Mpa)P (Kn)Lengan(mm)M(KNm)C = 505040.71Cc484.449279.645135.473740605Cs11140.39861-132-150.533238.995-35.9765234413Cs2760.265220.333-400-304.10679.665-24.22660449Cs3760.265379.666-400-304.106-79.66524.22660449Ts11140.398539-400-456.1592-238.995109.019768004Jumlah-730.455208.5169851677*Jumlah (=0.65)-474.796135.536040359C = 308kondisiCaMaterialA(mm2)Sif(Mpa)P (Kn)Lengan(mm)M(KNm)C = 303024.426Cc290.6694287.78783.6508746178Cs11140.39861-400-456.1592238.995-109.019768004Cs2760.265220.333-400-304.10679.665-24.22660449Cs3760.265379.666-400-304.106-79.66524.22660449Ts11140.398539-400-456.1592-238.995109.019768004Jumlah-1229.86183.651*Jumlah (=0.65)-799.41054.373