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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