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R = 0.1 R = 0.5 dA/dN log dA/dN log ∆K dA/dN 0.00000126 -5.89963 2.99 0.475671 0.00000125 0.00000241 -5.61798 3.64 0.561101 0.000002 0.00000484 -5.31515 5.02 0.700704 0.00000357 0.0000102 -4.9914 6.04 0.781037 0.0000662 0.0000199 -4.70115 7.68 0.885361 0.0000147 0.0000374 -4.42713 9.95 0.997823 0.0000338 0.0000669 -4.17457 12 1.079181 0.0000816 0.000177 -3.75203 15.9 1.201397 0.000165 ∆K 0.475 67118832443 0.885 36122003151 2 -7 -5 -3 -1 f(x) = 0.300054714892744 x − 6.21012656903753 Column C Linear (Column C) 0 -7 -5 -3 -1

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CONTOH SOAL DARI MEKANIKA MATERIAL. SANGAT MEMBANTU UNTK BELAKJAR MEKANIKA MATERIAL

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Sheet1R = 0.1R = 0.5log dA/dNlog KdA/dNlog dA/dNKlog KdA/dNlog dA/dNKlog K-5.89962945490.47567118830.00000126-5.89962945492.990.47567118830.00000125-5.9030899872.180.3384564936-5.61798295740.56110138360.00000241-5.61798295743.640.56110138360.000002-5.69897000432.750.4393326938-5.31515463840.70070371710.00000484-5.31515463845.020.70070371710.00000357-5.44733178393.530.5477747054-4.99139982820.78103693860.0000102-4.99139982826.040.78103693860.0000662-4.17914201064.520.6551384348-4.70114692360.885361220.0000199-4.70114692367.680.885361220.0000147-4.83268266535.480.7387805585-4.42712839780.99782308070.0000374-4.42712839789.950.99782308070.0000338-4.47108329976.970.8432327781-4.17457388221.0791812460.0000669-4.1745738822121.0791812460.0000816-4.08830984129.20.9637878273-3.75202673361.20139712430.000177-3.752026733615.91.20139712430.000165-3.782516055811.71.0681858617-5.9030899870.3384564936-5.69897000430.4393326938-5.44733178390.5477747054-4.17914201060.6551384348-4.83268266530.7387805585-4.47108329970.8432327781-4.08830984120.9637878273-3.78251605581.0681858617

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Web viewPraktikum mekanika tanah 1 . Kelompok 1. Praktikum mekanika tanah 1 . Kelompok 1. Praktikum mekanika tanah 1 . Kelompok 1. Praktikum mekanika tanah 1 . Kelompok 1

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