ENSAYO DE CORTE DIRECTO ASTM D3080PROYECTO: ANALISIS DE LA ESTABILIDAD DE TALUD

LUGAR: FRONTIS ESTADIO UNCP

FECHA: 30/12/2015

SONDAJE: 1.0M

ESPECIMEN 1Altura 2.100 cmLado/Diamet. 6.000 cmWanillo+muest. 0.308 KgHumedad 7.320 %Wdel anillo 0.166 KgVol del anillo 75.600 cm3Peso normal 2.000 KgArea 36.000 cm2Esfuerzo normal 2.000 Kg/cm2

deformacion

0.00 0.000 0.000 0.000 0.000 0.00

3.00 22.500 2.000 2.294 0.064 0.036.00 43.500 2.000 4.434 0.123 0.06

12.00 68.500 2.000 6.983 0.194 0.1218.00 83.500 2.000 8.512 0.236 0.1830.00 100.500 2.000 10.245 0.285 0.3045.00 111.000 2.000 11.315 0.314 0.4560.00 133.500 2.000 13.609 0.378 0.6075.00 144.500 2.000 14.730 0.409 0.7590.00 155.000 2.000 15.800 0.439 0.90

105.00 165.500 2.000 16.871 0.469 1.05120.00 175.500 2.000 17.890 0.497 1.20150.00 195.000 2.000 19.878 0.552 1.50180.00 210.500 2.000 21.458 0.596 1.80210.00 223.000 2.000 22.732 0.631 2.10240.00 234.500 2.000 23.904 0.664 2.40270.00 243.500 2.000 24.822 0.689 2.70300.00 250.500 2.000 25.535 0.709 3.00360.00 254.000 2.000 25.892 0.719 3.60420.00 263.000 2.000 26.809 0.745 4.20

deformacion (mm/pulg2)

lectura corte(N)

Esfuerzo normal

lectura corte(Kg)

Esfuerzo Cortante (Kg/cm2)

480.00 271.500 2.000 27.676 0.769 4.80540.00 273.000 2.000 27.829 0.773 5.40

600.000 279.000 2.000 28.440 0.790 6.00VALORES MAXIMOS = 2.000 0.790

VALORES MAXIMOS

2.000 0.7904.000 1.3398.000 2.308

RESUMEN GENERALANGULO DE FRICCION 83.69°ANGULO DE COHESION 0.31

0 0.30580.056 0.8126280.111 1.31040550.222 2.315011

0.30580.30580.3058

2.000 0.790 0.274663042 0.2406841094.000 1.339 0.242099898 0.3709366868.000 2.308 0.252954279 0.284101635

15.3583008313.6094415214.19544321

14.38772852 0.298574143

ESFUERNO NORMAL

ESFUERZO CORTANTE

1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.0000.000

0.500

1.000

1.500

2.000

2.500

f(x) = 0.251403653544326 x + 0.305810397553517R² = 0.998973902068748

NORMAL VS CORTANTE

ESFUERZO NORMAL (Kg/cm2)ES

FUEZ

O C

ORT

ANTE

()Kg

/cm

2

ENSAYO DE CORTE DIRECTO ASTM D3080

ESPECIMEN 2Altura 2.100 cmLado/Diamet. 6.000 cmWanillo+muest. 0.308 KgHumedad 7.320 %Wdel anillo 0.166 KgVol del anillo 75.600 cm3Peso normal 4.000 KgArea 36.000 cm2Esfuerzo normal 4.000 Kg/cm2

deformacion

0.00 0.000 0.000 0.000 0.000 0.000

3.00 37.500 4.000 3.823 0.106 0.0306.00 62.500 4.000 6.371 0.177 0.060

12.00 93.000 4.000 9.480 0.263 0.12018.00 111.500 4.000 11.366 0.316 0.18030.00 153.500 4.000 15.647 0.435 0.30045.00 187.500 4.000 19.113 0.531 0.45060.00 215.500 4.000 21.967 0.610 0.60075.00 240.500 4.000 24.516 0.681 0.75090.00 264.000 4.000 26.911 0.748 0.900

105.00 278.000 4.000 28.338 0.787 1.050120.00 296.000 4.000 30.173 0.838 1.200150.00 331.000 4.000 33.741 0.937 1.500180.00 359.500 4.000 36.646 1.018 1.800210.00 383.500 4.000 39.093 1.086 2.100240.00 405.000 4.000 41.284 1.147 2.400270.00 425.000 4.000 43.323 1.203 2.700300.00 440.000 4.000 44.852 1.246 3.000360.00 459.500 4.000 46.840 1.301 3.600420.00 468.000 4.000 47.706 1.325 4.200

deformacion (mm/pulg2)

lectura corte(N)

Esfuerzo normal

lectura corte(Kg)

Esfuerzo Cortante (Kg/cm2)

480.00 473.000 4.000 48.216 1.339 4.800540.00 461.500 4.000 47.044 1.307 5.400

600.000 452.000 4.000 46.075 1.280 6.000VALORES MAXIMOS = 4.000 1.339

0.72 0.2 1.640.72 0.2 3.080.72 0.2 5.96

0.5035

0.51 25 12.75

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.000.000

0.500

1.000

1.500

2.000

2.500

2.0 kg4.0 Kg8.0 Kg

1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.0000.000

0.500

1.000

1.500

2.000

2.500

f(x) = 0.251403653544326 x + 0.305810397553517R² = 0.998973902068748

NORMAL VS CORTANTE

ESFUERZO NORMAL (Kg/cm2)

ESFU

EZO

CO

RTAN

TE ()

Kg/c

m2

ESPECIMEN 3Altura 2.100 cmLado/Diamet. 6.000 cmWanillo+muest. 0.308 KgHumedad 7.320 %Wdel anillo 0.166 KgVol del anillo 75.600 cm3Peso normal 8.000 KgArea 36.000 cm2Esfuerzo normal 8.000 Kg/cm2

deformacion

0.00 0.000 0.000 0.000 0.000 0.000

3.00 41.500 8.000 4.230 0.118 0.0306.00 74.500 8.000 7.594 0.211 0.060

12.00 132.500 8.000 13.507 0.375 0.12018.00 175.500 8.000 17.890 0.497 0.18030.00 228.500 8.000 23.293 0.647 0.30045.00 297.000 8.000 30.275 0.841 0.45060.00 344.000 8.000 35.066 0.974 0.60075.00 362.500 8.000 36.952 1.026 0.75090.00 399.500 8.000 40.724 1.131 0.900

105.00 433.000 8.000 44.139 1.226 1.050120.00 468.500 8.000 47.757 1.327 1.200150.00 532.000 8.000 54.230 1.506 1.500180.00 585.500 8.000 59.684 1.658 1.800210.00 631.500 8.000 64.373 1.788 2.100240.00 658.500 8.000 67.125 1.865 2.400270.00 686.500 8.000 69.980 1.944 2.700300.00 718.500 8.000 73.242 2.034 3.000360.00 768.000 8.000 78.287 2.175 3.600420.00 786.000 8.000 80.122 2.226 4.200

deformacion (mm/pulg2)

lectura corte(N)

Esfuerzo normal

lectura corte(Kg)

Esfuerzo Cortante (Kg/cm2)

480.00 815.000 8.000 83.078 2.308 4.800540.00 807.000 8.000 82.263 2.285 5.400

600.000 766.000 8.000 78.084 2.169 6.000VALORES MAXIMOS = 8.000 2.308

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.000.000

0.500

1.000

1.500

2.000

2.500

2.0 kg4.0 Kg8.0 Kg

ENSAYO DE CORTE DIRECTOESPECIMEN 1

Altura 2.100 cmLado/Diamet. 6.000 cmDensidad Nat.Wanillo+muest. 0.308 KgHumedad 7.320 %Wdel anillo 0.166 KgVol del anillo 75.600 cm3Peso normal 2.000 KgArea 36.000 cm2Esfuerzo normal 2.000 Kg/cm2

0.00 0.000 0.000 0.000 0.000 0.000 0.000

3.00 22.500 2.000 2.294 0.064 0.003 0.0006.00 43.500 2.000 4.434 0.123 0.006 0.000

12.00 68.500 2.000 6.983 0.194 0.012 -5.00018.00 83.500 2.000 8.512 0.236 0.018 -18.00030.00 100.500 2.000 10.245 0.285 0.030 -40.00045.00 111.000 2.000 11.315 0.314 0.045 -64.00060.00 133.500 2.000 13.609 0.378 0.060 -82.00075.00 144.500 2.000 14.730 0.409 0.075 -96.00090.00 155.000 2.000 15.800 0.439 0.090 -112.000

105.00 165.500 2.000 16.871 0.469 0.105 -124.000120.00 175.500 2.000 17.890 0.497 0.120 -134.000150.00 195.000 2.000 19.878 0.552 0.150 -150.000180.00 210.500 2.000 21.458 0.596 0.180 -164.000210.00 223.000 2.000 22.732 0.631 0.210 -173.000240.00 234.500 2.000 23.904 0.664 0.240 -179.000270.00 243.500 2.000 24.822 0.689 0.270 -184.000300.00 250.500 2.000 25.535 0.709 0.300 -184.500360.00 254.000 2.000 25.892 0.719 0.360 -184.700420.00 263.000 2.000 26.809 0.745 0.420 -184.900480.00 271.500 2.000 27.676 0.769 0.480 -170.000540.00 273.000 2.000 27.829 0.773 0.540 -176.500

600.000 279.000 2.000 28.440 0.790 0.600 -193.000VALORES MAXIMOS = 2.000 0.790

VALORES MAXIMOS

2.000 0.790

deformacion (mm/pulg2)

lectura corte(N)

Esfuerzo normal

lectura corte(Kg)

Esfuerzo Cortante (Kg/cm2)

deformacion Horizontal

Deformacion vertical

ESFUERNO NORMAL

ESFUERZO CORTANTE

1 2 3 4 5 6 7 8 90

0.5

1

1.5

2

2.5

f(x) = 0.251403653544326 x + 0.305810397553517R² = 0.998973902068748

NORMAL VS CORTANTE

ESFUERZO NORMAL (Kg/cm2)

ESFU

EZO

CO

RTAN

TE ()

Kg/c

m2

4.000 1.3398.000 2.308

RESUMEN GENERALANGULO DE FRICCION 83.69°ANGULO DE COHESION 0.31

1 2 3 4 5 6 7 8 90

0.5

1

1.5

2

2.5

f(x) = 0.251403653544326 x + 0.305810397553517R² = 0.998973902068748

NORMAL VS CORTANTE

ESFUERZO NORMAL (Kg/cm2)

ESFU

EZO

CO

RTAN

TE ()

Kg/c

m2

0.000 0.100 0.200 0.300 0.400 0.500 0.600 0.700

-0.250

-0.200

-0.150

-0.100

-0.050

0.000

2.0 kg4.0 Kg8.0 Kg

ENSAYO DE CORTE DIRECTOESPECIMEN 2

Altura 2.100 cmLado/Diamet. 6.000 cmDensidad Nat.Wanillo+muest. 0.308 KgHumedad 7.320 %Wdel anillo 0.166 KgVol del anillo 75.600 cm3Peso normal 4.000 KgArea 36.000 cm2Esfuerzo normal 4.000 Kg/cm2

0.000 0.00 0.000 0.000 0.000 0.000

0.000 3.00 37.500 4.000 3.823 0.1060.000 6.00 62.500 4.000 6.371 0.177-0.005 12.00 93.000 4.000 9.480 0.263-0.018 18.00 111.500 4.000 11.366 0.316-0.040 30.00 153.500 4.000 15.647 0.435-0.064 45.00 187.500 4.000 19.113 0.531-0.082 60.00 215.500 4.000 21.967 0.610-0.096 75.00 240.500 4.000 24.516 0.681-0.112 90.00 264.000 4.000 26.911 0.748-0.124 105.00 278.000 4.000 28.338 0.787-0.134 120.00 296.000 4.000 30.173 0.838-0.150 150.00 331.000 4.000 33.741 0.937-0.164 180.00 359.500 4.000 36.646 1.018-0.173 210.00 383.500 4.000 39.093 1.086-0.179 240.00 405.000 4.000 41.284 1.147-0.184 270.00 425.000 4.000 43.323 1.203-0.185 300.00 440.000 4.000 44.852 1.246-0.185 360.00 459.500 4.000 46.840 1.301-0.185 420.00 468.000 4.000 47.706 1.325-0.170 480.00 473.000 4.000 48.216 1.339-0.177 540.00 461.500 4.000 47.044 1.307-0.193 600.000 452.000 4.000 46.075 1.280

VALORES MAXIMOS = 4.000 1.339

Deformacion vertical

deformacion (mm/pulg2)

lectura corte(N)

Esfuerzo normal

lectura corte(Kg)

Esfuerzo Cortante (Kg/cm2)

0 1 2 3 4 5 6 70

0.5

1

1.5

2

2.5

2.0 kg4.0 Kg8.0 Kg

1 2 3 4 5 6 7 8 90

0.5

1

1.5

2

2.5

f(x) = 0.251403653544326 x + 0.305810397553517R² = 0.998973902068748

NORMAL VS CORTANTE

ESFUERZO NORMAL (Kg/cm2)

ESFU

EZO

CO

RTAN

TE ()

Kg/c

m2

0 1 2 3 4 5 6 70

0.5

1

1.5

2

2.5

2.0 kg4.0 Kg8.0 Kg

1 2 3 4 5 6 7 8 90

0.5

1

1.5

2

2.5

f(x) = 0.251403653544326 x + 0.305810397553517R² = 0.998973902068748

NORMAL VS CORTANTE

ESFUERZO NORMAL (Kg/cm2)

ESFU

EZO

CO

RTAN

TE ()

Kg/c

m2

0.000 0.100 0.200 0.300 0.400 0.500 0.600 0.700

-0.250

-0.200

-0.150

-0.100

-0.050

0.000

2.0 kg4.0 Kg8.0 Kg

ESPECIMEN 3Altura 2.100 cmLado/Diamet. 6.000 cmDensidad Nat.Wanillo+muest. 0.308 KgHumedad 7.320 %Wdel anillo 0.166 KgVol del anillo 75.600 cm3Peso normal 8.000 KgArea 36.000 cm2Esfuerzo normal 8.000 Kg/cm2

0.000 0.000 0.000 0.00 0.000 0.000 0.000

0.003 0.000 0.000 3.00 41.500 8.000 4.2300.006 -6.000 -0.006 6.00 74.500 8.000 7.5940.012 -20.000 -0.020 12.00 132.500 8.000 13.5070.018 -35.000 -0.035 18.00 175.500 8.000 17.8900.030 -58.000 -0.058 30.00 228.500 8.000 23.2930.045 -80.000 -0.080 45.00 297.000 8.000 30.2750.060 -100.000 -0.100 60.00 344.000 8.000 35.0660.075 -116.000 -0.116 75.00 362.500 8.000 36.9520.090 -125.000 -0.125 90.00 399.500 8.000 40.7240.105 -134.000 -0.134 105.00 433.000 8.000 44.1390.120 -141.000 -0.141 120.00 468.500 8.000 47.7570.150 -151.000 -0.151 150.00 532.000 8.000 54.2300.180 -155.000 -0.155 180.00 585.500 8.000 59.6840.210 -158.000 -0.158 210.00 631.500 8.000 64.3730.240 -160.000 -0.160 240.00 658.500 8.000 67.1250.270 -162.000 -0.162 270.00 686.500 8.000 69.9800.300 -162.000 -0.162 300.00 718.500 8.000 73.2420.360 -162.000 -0.162 360.00 768.000 8.000 78.2870.420 -158.000 -0.158 420.00 786.000 8.000 80.1220.480 -145.000 -0.145 480.00 815.000 8.000 83.0780.540 -137.000 -0.137 540.00 807.000 8.000 82.2630.600 -129.000 -0.129 600.000 766.000 8.000 78.084

VALORES MAXIMOS = 8.000

deformacion Horizontal

Deformacion vertical

Deformacion vertical

deformacion (mm/pulg2)

lectura corte(N)

Esfuerzo normal

lectura corte(Kg)

0 1 2 3 4 5 6 70

0.5

1

1.5

2

2.5

2.0 kg4.0 Kg8.0 Kg

0 1 2 3 4 5 6 70

0.5

1

1.5

2

2.5

2.0 kg4.0 Kg8.0 Kg

0.000 0.000 0.000 0.000

0.211 0.003 0.000 0.0000.375 0.006 0.000 0.0000.497 0.012 -6.000 -0.0060.647 0.018 -18.000 -0.0180.841 0.030 -40.000 -0.0400.974 0.045 -65.000 -0.0651.026 0.060 -85.000 -0.0851.131 0.075 -100.000 -0.1001.226 0.090 -110.000 -0.1101.327 0.105 -125.000 -0.1251.506 0.120 -137.000 -0.1371.658 0.150 -157.000 -0.1571.788 0.180 -167.000 -0.1671.865 0.210 -171.000 -0.1711.944 0.240 -176.000 -0.1762.034 0.270 -176.000 -0.1762.175 0.300 -180.000 -0.1802.226 0.360 -181.000 -0.1812.308 0.420 -178.000 -0.1782.285 0.480 -170.000 -0.1702.169 0.540 -161.000 -0.1612.169 0.600 -161.000 -0.1612.308

Esfuerzo Cortante (Kg/cm2)

deformacion Horizontal

Deformacion vertical

Deformacion vertical

0 1 2 3 4 5 6 70

0.5

1

1.5

2

2.5

2.0 kg4.0 Kg8.0 Kg

0 1 2 3 4 5 6 70

0.5

1

1.5

2

2.5

2.0 kg4.0 Kg8.0 Kg

LABORATORIO DE MEC. SUELOS Y MATERIALESENSAYO DE CORTE DIRECTO

ASTM - 3080

INFORME : LMS - 2015PROYECTO : ANALSIS DE ESTABILIDAD DE TALUDES

SOLICITANTE : GRUPO 3UBICACIÓN : ESPALDAS PABELLON BFECHA : 9/6/2015

Sondaje : C - 1 Profundidad: 1.00 m Velocidad: 0.25 mm/minMuestra : M - 1 Estado: Alterado

ESPECIMEN 1 ESPECIMEN 2 ESPECIMEN 3

Altura: 21.00 mm Altura: 21.00 mm Altura: 21.00 mmDiámetro: 60.00 mm Diámetro: 60.00 mm Diámetro: 60.00 mmD. Seca: 1.80 gr/cm3 D. Seca: 1.80 gr/cm3 D. Seca: 1.80 gr/cm3Humedad: 7.32 % Humedad: 7.32 % Humedad: 7.32 %Esf. Normal: 2.00 kg/cm2 Esf. Normal: 4.00 kg/cm2 Esf. Normal: 8.00 kg/cm2Esf. Corte: 0.79 kg/cm2 Esf. Corte: 1.34 kg/cm2 Esf. Corte: 2.31 kg/cm2

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.03 0.06 0.03 0.03 0.11 0.05 0.03 0.12 0.060.06 0.12 0.06 0.06 0.18 0.09 0.06 0.21 0.110.12 0.19 0.10 0.12 0.26 0.13 0.12 0.38 0.190.18 0.24 0.12 0.18 0.32 0.16 0.18 0.50 0.250.30 0.28 0.14 0.30 0.43 0.22 0.30 0.65 0.320.45 0.31 0.16 0.45 0.53 0.27 0.45 0.84 0.420.60 0.38 0.19 0.60 0.61 0.31 0.60 0.97 0.490.75 0.41 0.20 0.75 0.68 0.34 0.75 1.03 0.510.90 0.44 0.22 0.90 0.75 0.37 0.90 1.13 0.571.05 0.47 0.23 1.05 0.79 0.39 1.05 1.23 0.611.20 0.50 0.25 1.20 0.84 0.42 1.20 1.33 0.661.50 0.55 0.28 1.50 0.94 0.47 1.50 1.51 0.751.80 0.60 0.30 1.80 1.02 0.51 1.80 1.66 0.832.10 0.63 0.32 2.10 1.09 0.54 2.10 1.79 0.892.40 0.66 0.33 2.40 1.15 0.57 2.40 1.86 0.932.70 0.69 0.34 2.70 1.20 0.60 2.70 1.94 0.973.00 0.71 0.35 3.00 1.25 0.62 3.00 2.03 1.023.60 0.72 0.36 3.60 1.30 0.65 3.60 2.17 1.094.20 0.74 0.37 4.20 1.33 0.66 4.20 2.23 1.114.80 0.77 0.38 4.80 1.34 0.67 4.80 2.31 1.155.40 0.77 0.39 5.40 1.31 0.65 5.40 2.29 1.146.00 0.79 0.40 6.00 1.28 0.64 6.00 2.17 1.08

φ = 36.80 °C = 0.325 kg/cm2

Desp. Lateral (mm)

Esfuerzo de Corte

(kg/cm2)

Esfuerzo Normalizado

(τ/σ)Desp. Lateral

(mm)Esfuerzo de

Corte (kg/cm2)

Esfuerzo Normalizado

(τ/σ)

Desp. Lateral (mm)

Esfuerzo de Corte

(kg/cm2)

Esfuerzo Normalizado

(τ/σ)

0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.000.00

0.50

1.00

1.50

2.00

2.50

ESPECIMEN 1

ESPECIMEN 2

ESPECIMEN 3

Desplazamiento Lateral (mm)

Esfu

erzo

de

Cort

e (k

g/cm

2)

1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.000.00

0.50

1.00

1.50

2.00

2.50

f(x) = 0.251403653544326 x + 0.305810397553517

Esfuerzo Normal (kg/cm2)

Esfu

erzo

de

Cort

e (k

g/m

2)

ESTABILIDAD DE TALUDES - MÉTODO DE BISHOP

φ = 36.80 ° = 0.64 rad Kc 0c = 0.33 kg/cm2= 3.3 Tn/m3 u 0

ϒ = 1.93 Ka = 0.297Kp = 0.635

N fs c φ α β α(rad) β(rad) Area w b u cos α tan φ sen α m 1/m C*b W*tan φ (C*b+W*tan φ )*1/m W*sen α1 3.70 3.3 0.64 -32.00 42.00 -0.56 0.73 0.69 0.67 2.00 0.00 0.848 0.75 -0.530 0.741 1.350 6.500 0.499 9.446 -0.3532 3.70 3.3 0.64 -5.00 42.00 -0.09 0.73 1.00 1.61 1.20 0.00 0.996 0.75 -0.087 0.979 1.022 3.900 1.203 5.215 -0.1403 3.70 3.3 0.64 0.50 42.00 0.01 0.73 1.18 1.90 1.20 0.00 1.000 0.75 0.009 1.002 0.998 3.900 1.420 5.311 0.0174 3.70 3.3 0.64 0.80 42.00 0.01 0.73 1.44 2.32 1.20 0.00 1.000 0.75 0.014 1.003 0.997 3.900 1.734 5.618 0.0325 3.70 3.3 0.64 25.00 42.00 0.44 0.73 2.84 4.57 1.20 0.00 0.906 0.75 0.423 0.992 1.008 3.900 3.418 7.379 1.9316 3.70 3.3 0.64 36.00 42.00 0.63 0.73 4.53 7.28 1.20 0.00 0.809 0.75 0.588 0.928 1.078 3.900 5.449 10.076 4.2827 3.70 3.3 0.64 48.00 42.00 0.84 0.73 5.09 8.19 1.20 0.00 0.669 0.75 0.743 0.819 1.220 3.900 6.125 12.235 6.0858 3.70 3.3 0.64 57.00 42.00 0.99 0.73 4.76 7.65 1.20 0.00 0.545 0.75 0.839 0.714 1.400 3.900 5.725 13.476 6.4189 3.70 3.3 0.64 62.00 42.00 1.08 0.73 3.90 6.27 1.20 0.00 0.469 0.75 0.883 0.648 1.543 3.900 4.692 13.260 5.538

10 3.70 3.3 0.64 68.00 42.00 1.19 0.73 2.05 1.97 2.00 0.00 0.375 0.75 0.927 0.562 1.779 6.500 1.476 14.191 1.8307.48 3.81 96.21 25.64

FS 3.7524438

N fs c φ α β α(rad) β(rad) Area w b u cos α tan φ sen α m 1/m C*b W*tan φ (C*b+W*tan φ )*1/m W*sen α1 3.752 3.3 0.64 -32.00 42.00 -0.56 0.73 0.69 0.67 2.00 0.00 0.848 0.75 -0.530 0.742 1.347 6.500 0.499 9.427 -0.3532 3.752 3.3 0.64 -5.00 42.00 -0.09 0.73 1.00 1.61 1.20 0.00 0.996 0.75 -0.087 0.979 1.022 3.900 1.203 5.214 -0.1403 3.752 3.3 0.64 0.50 42.00 0.01 0.73 1.18 1.90 1.20 0.00 1.000 0.75 0.009 1.002 0.998 3.900 1.420 5.311 0.0174 3.752 3.3 0.64 0.80 42.00 0.01 0.73 1.44 2.32 1.20 0.00 1.000 0.75 0.014 1.003 0.997 3.900 1.734 5.619 0.0325 3.752 3.3 0.64 25.00 42.00 0.44 0.73 2.84 4.57 1.20 0.00 0.906 0.75 0.423 0.991 1.010 3.900 3.418 7.388 1.9316 3.752 3.3 0.64 36.00 42.00 0.63 0.73 4.53 7.28 1.20 0.00 0.809 0.75 0.588 0.926 1.080 3.900 5.449 10.094 4.2827 3.752 3.3 0.64 48.00 42.00 0.84 0.73 5.09 8.19 1.20 0.00 0.669 0.75 0.743 0.817 1.224 3.900 6.125 12.267 6.0858 3.752 3.3 0.64 57.00 42.00 0.99 0.73 4.76 7.65 1.20 0.00 0.545 0.75 0.839 0.712 1.405 3.900 5.725 13.521 6.4189 3.752 3.3 0.64 62.00 42.00 1.08 0.73 3.90 6.27 1.20 0.00 0.469 0.75 0.883 0.645 1.549 3.900 4.692 13.311 5.538

10 3.752 3.3 0.64 68.00 42.00 1.19 0.73 2.05 1.97 2.00 0.00 0.375 0.75 0.927 0.559 1.787 6.500 1.476 14.257 1.8307.48 3.81 96.41 25.64

FS 3.7602822

N fs c φ α β α(rad) β(rad) Area w b u cos α tan φ sen α m 1/m C*b W*tan φ (C*b+W*tan φ )*1/m W*sen α1 3.7603 3.3 0.64 -32.00 42.00 -0.56 0.73 0.69 0.67 2.00 0.00 0.848 0.75 -0.530 0.743 1.347 6.500 0.499 9.424 -0.3532 3.7603 3.3 0.64 -5.00 42.00 -0.09 0.73 1.00 1.61 1.20 0.00 0.996 0.75 -0.087 0.979 1.022 3.900 1.203 5.213 -0.1403 3.7603 3.3 0.64 0.50 42.00 0.01 0.73 1.18 1.90 1.20 0.00 1.000 0.75 0.009 1.002 0.998 3.900 1.420 5.311 0.0174 3.7603 3.3 0.64 0.80 42.00 0.01 0.73 1.44 2.32 1.20 0.00 1.000 0.75 0.014 1.003 0.997 3.900 1.734 5.619 0.0325 3.7603 3.3 0.64 25.00 42.00 0.44 0.73 2.84 4.57 1.20 0.00 0.906 0.75 0.423 0.990 1.010 3.900 3.418 7.389 1.9316 3.7603 3.3 0.64 36.00 42.00 0.63 0.73 4.53 7.28 1.20 0.00 0.809 0.75 0.588 0.926 1.080 3.900 5.449 10.097 4.2827 3.7603 3.3 0.64 48.00 42.00 0.84 0.73 5.09 8.19 1.20 0.00 0.669 0.75 0.743 0.817 1.224 3.900 6.125 12.271 6.0858 3.7603 3.3 0.64 57.00 42.00 0.99 0.73 4.76 7.65 1.20 0.00 0.545 0.75 0.839 0.711 1.406 3.900 5.725 13.528 6.4189 3.7603 3.3 0.64 62.00 42.00 1.08 0.73 3.90 6.27 1.20 0.00 0.469 0.75 0.883 0.645 1.550 3.900 4.692 13.319 5.538

10 3.7603 3.3 0.64 68.00 42.00 1.19 0.73 2.05 1.97 2.00 0.00 0.375 0.75 0.927 0.559 1.789 6.500 1.476 14.267 1.8307.48 3.81 96.44 25.64

FS 3.7614404

N fs c φ α β α(rad) β(rad) Area w b u cos α tan φ sen α m 1/m C*b W*tan φ (C*b+W*tan φ )*1/m W*sen α1 3.7614 3.3 0.64 -32.00 42.00 -0.56 0.73 0.69 0.67 2.00 0.00 0.848 0.75 -0.530 0.743 1.347 6.500 0.499 9.424 -0.3532 3.7614 3.3 0.64 -5.00 42.00 -0.09 0.73 1.00 1.61 1.20 0.00 0.996 0.75 -0.087 0.979 1.022 3.900 1.203 5.213 -0.1403 3.7614 3.3 0.64 0.50 42.00 0.01 0.73 1.18 1.90 1.20 0.00 1.000 0.75 0.009 1.002 0.998 3.900 1.420 5.311 0.0174 3.7614 3.3 0.64 0.80 42.00 0.01 0.73 1.44 2.32 1.20 0.00 1.000 0.75 0.014 1.003 0.997 3.900 1.734 5.619 0.0325 3.7614 3.3 0.64 25.00 42.00 0.44 0.73 2.84 4.57 1.20 0.00 0.906 0.75 0.423 0.990 1.010 3.900 3.418 7.389 1.9316 3.7614 3.3 0.64 36.00 42.00 0.63 0.73 4.53 7.28 1.20 0.00 0.809 0.75 0.588 0.926 1.080 3.900 5.449 10.097 4.2827 3.7614 3.3 0.64 48.00 42.00 0.84 0.73 5.09 8.19 1.20 0.00 0.669 0.75 0.743 0.817 1.224 3.900 6.125 12.272 6.0858 3.7614 3.3 0.64 57.00 42.00 0.99 0.73 4.76 7.65 1.20 0.00 0.545 0.75 0.839 0.711 1.406 3.900 5.725 13.529 6.4189 3.7614 3.3 0.64 62.00 42.00 1.08 0.73 3.90 6.27 1.20 0.00 0.469 0.75 0.883 0.645 1.550 3.900 4.692 13.320 5.538

10 3.7614 3.3 0.64 68.00 42.00 1.19 0.73 2.05 1.97 2.00 0.00 0.375 0.75 0.927 0.559 1.789 6.500 1.476 14.269 1.8307.48 3.81 96.44 25.64

FS 3.7616112