DISEÑO CIMENTACIONES SAFE

(1)

PROYECTO DEPARTAMENTO : HUANCAVELICA PROVINCIA : ANGARAES DISTRITO : JULCAMARCA LUGAR : JULCAMARCA FECHA : MAYO 2011 MÓDULO: AULAS Zapata A-1 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 14,537.27 312.34 732.18 -173.91 336.93 -1,369.20 1.16 -474.31 293.94 1.25 3,351.60 169.63 335.69 -151.96 183.16 730.84 -15.69 60.77 -11.15 -16.92

RESUMEN P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m)

14,537.27 312.34 732.18 -173.91 336.93 2,713.24 155.10 -77.85 130.84 167.48 Zapata A-2 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 24,467.49 2.54 961.83 -982.94 2.92 -131.80 0.03 -206.82 300.79 0.04 8,918.50 -5.04 1,257.12 -1,388.78 -5.00 2,346.97 2.36 1.78 1.12 2.52

PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA

Carga Muerta + Peso Prop. Carga Viva Pasadizo Carga Viva Aulas Carga Viva Techo

Carga Muerta Carga Viva

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PROYECTO DEPARTAMENTO : HUANCAVELICA PROVINCIA : ANGARAES DISTRITO : JULCAMARCA LUGAR : JULCAMARCA FECHA : MAYO 2011

PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA 24,467.49 2.54 961.83 -982.94 2.92 11,133.67 -2.65 1,052.08 -1,086.87 -2.44 Zapata A-3 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 22,632.32 -0.48 954.17 -249.47 -0.32 -1,292.31 0.06 -486.74 239.94 0.07 6,629.68 0.13 621.58 -267.21 0.53 1,882.75 -0.10 104.30 -6.49 -0.11

22,632.32 -0.48 954.17 -249.47 -0.32

7,220.12 0.09 239.14 -33.76 0.48

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA Zapata A-4 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 24,525.96 -0.22 960.21 -981.17 -0.04 -118.48 0.00 -209.85 304.13 0.01 8,951.47 -0.36 1,257.99 -1,389.75 0.02 2,379.89 0.00 1.95 0.93 0.00

24,525.96 -0.22 960.21 -981.17 -0.04 11,212.88 -0.36 1,050.09 -1,084.69 0.02 Zapata A-5 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 22,632.32 0.48 954.18 -249.47 0.71 -1,292.32 -0.05 -486.74 239.94 -0.05 Carga Muerta + Peso Prop.

Carga Viva Pasadizo Carga Viva Aulas Carga Viva Techo

Carga Muerta + Peso Prop. Carga Viva Pasadizo

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

6,629.79 -0.33 621.62 -267.23 0.04

1,882.75 0.10 104.30 -6.49 0.11

22,632.32 0.48 954.18 -249.47 0.71 7,220.22 -0.28 239.18 -33.78 0.10 Zapata A-6 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 24,467.55 -2.98 961.83 -982.95 -2.99 -131.80 -0.03 -206.82 300.79 -0.03 8,918.49 4.32 1,257.13 -1,388.80 5.03 2,346.99 -2.36 1.78 1.12 -2.52

24,467.55 -2.98 961.83 -982.95 -2.99 11,133.68 1.93 1,052.09 -1,086.89 2.48 Carga Viva Aulas

Carga Viva Techo

(5)

PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA Zapata A-7 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 14,535.89 -312.33 732.44 -174.22 -336.63 -1,369.25 -1.15 -474.30 294.00 -1.24 3,350.56 -169.68 335.94 -152.22 -182.71 730.86 15.68 60.79 -11.17 16.91

14,535.89 -312.33 732.44 -174.22 -336.63 2,712.17 -155.15 -77.57 130.61 -167.04

Zapata B-1 Carga Muerta + Peso Prop. Carga Viva Pasadizo Carga Viva Aulas Carga Viva Techo

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 10,677.70 8.07 -425.91 269.22 9.12 137.20 1.60 -507.40 293.47 1.81 2,301.23 2.82 -3.53 -13.65 3.20 768.85 -0.79 53.92 -13.44 -0.89

10,677.70 8.07 -425.91 269.22 9.12 3,207.28 3.63 -457.01 266.38 4.12 Zapata B-3 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 13,834.27 0.00 -339.37 320.33 0.01 112.28 -0.02 -395.60 378.27 -0.03 4,515.30 0.01 -39.90 -21.00 0.03 1,414.74 0.00 85.85 -29.33 0.00

13,834.27 0.00 -339.37 320.33 0.01 6,042.32 -0.01 -349.65 327.94 0.00 Carga Muerta + Peso Prop.

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA Zapata B-5 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 13,834.25 0.00 -339.37 320.32 0.01 112.28 0.02 -395.60 378.27 0.03 4,515.30 -0.01 -39.84 -21.02 0.00 1,414.73 0.00 85.85 -29.34 0.00

13,834.25 0.00 -339.37 320.32 0.01

6,042.31 0.01 -349.59 327.92 0.03

Zapata B-7

P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) Carga Muerta + Peso Prop.

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

10,677.59 -8.07 -425.80 269.22 -9.11 137.17 -1.60 -507.39 293.48 -1.81

2,301.07 -2.81 -3.30 -13.71 -3.17

768.87 0.79 53.93 -13.44 0.89

10,677.59 -8.07 -425.80 269.22 -9.11 3,207.11 -3.62 -456.76 266.33 -4.09 Zapata C-1 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 22,888.77 -353.77 -1,186.81 203.21 381.74 4,886.02 -149.46 -9.27 -229.74 161.15 2,299.04 -53.77 -328.55 168.32 58.48 2,366.51 20.69 -69.13 17.43 -22.30

22,888.77 -353.77 -1,186.81 203.21 381.74 9,551.57 -182.54 -406.95 -44.00 197.33 Carga Muerta + Peso Prop.

(9)

PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA Zapata C-2 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 32,233.71 11.85 -17.41 95.59 12.88 6,855.78 12.32 1,206.38 -1,256.20 13.19 7,327.82 -0.46 -1,209.36 1,328.27 -0.10 4,346.03 1.71 -72.24 82.68 1.83

32,233.71 11.85 -17.41 95.59 12.88 18,529.63 13.57 -75.22 154.74 14.92

Zapata C-3

P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 33,896.92 -1.34 -1,159.59 -127.24 -1.24 Carga Muerta + Peso Prop.

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

8,527.03 -1.52 363.81 -724.02 -1.62

4,597.51 0.93 -664.82 350.03 1.38

4,297.77 0.00 -129.25 40.49 0.00

33,896.92 -1.34 -1,159.59 -127.24 -1.24 17,422.31 -0.59 -430.26 -333.50 -0.24 Zapata C-4 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 32,446.70 0.11 1.30 74.97 0.31 6,930.53 0.00 1,229.68 -1,281.89 0.01 7,441.70 0.22 -1,194.91 1,312.36 0.62 4,443.88 0.00 -73.96 84.58 0.00

32,446.70 0.11 1.30 74.97 0.31

18,816.11 0.22 -39.19 115.04 0.63

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA Zapata C-5 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 33,896.87 1.56 -1,159.59 -127.24 1.86 8,527.04 1.53 363.80 -724.01 1.64 4,597.40 -0.51 -664.78 350.00 -0.16 4,297.75 0.00 -129.24 40.49 0.00

33,896.87 1.56 -1,159.59 -127.24 1.86 17,422.19 1.02 -430.22 -333.51 1.47 Zapata C-6 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 32,233.92 -11.63 -17.41 95.58 -12.25 6,855.76 -12.31 1,206.38 -1,256.20 -13.18 7,327.81 0.89 -1,209.35 1,328.23 1.34 Carga Muerta + Peso Prop.

Carga Muerta + Peso Prop. Carga Viva Pasadizo Carga Viva Aulas

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

4,346.12 -1.71 -72.23 82.67 -1.83

32,233.92 -11.63 -17.41 95.58 -12.25 18,529.69 -13.13 -75.20 154.71 -13.67 Zapata C-7 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 22,888.93 -353.77 -1,186.81 203.14 -381.55 4,886.08 -149.46 -9.27 -229.66 -161.24 2,298.40 -53.77 -328.55 168.19 -57.78 2,366.60 20.69 -69.13 17.41 22.33

22,888.93 -353.77 -1,186.81 203.14 -381.55 9,551.08 -182.54 -406.95 -44.06 -196.69 Carga Viva Techo

Carga Muerta Carga Viva Carga Muerta Carga Viva

(13)

PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

(14)

20,352.18 437.28 1,025.05 -243.47 471.70 4,612.51 263.67 -132.35 222.42 284.72 Zapata A-2 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 24,467.49 2.54 961.83 -982.94 2.92 -131.80 0.03 -206.82 300.79 0.04 8,918.50 -5.04 1,257.12 -1,388.78 -5.00 2,346.97 2.36 1.78 1.12 2.52

PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA 34,254.49 3.56 1,346.56 -1,376.12 4.09 18,927.24 -4.51 1,788.54 -1,847.68 -4.14 Zapata A-3 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 22,632.32 -0.48 954.17 -249.47 -0.32 -1,292.31 0.06 -486.74 239.94 0.07 6,629.68 0.13 621.58 -267.21 0.53 1,882.75 -0.10 104.30 -6.49 -0.11

31,685.25 -0.67 1,335.84 -349.25 -0.45

12,274.20 0.15 406.54 -57.39 0.82

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA Zapata A-4 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 24,525.96 -0.22 960.21 -981.17 -0.04 -118.48 0.00 -209.85 304.13 0.01 8,951.47 -0.36 1,257.99 -1,389.75 0.02 2,379.89 0.00 1.95 0.93 0.00

34,336.34 -0.31 1,344.29 -1,373.63 -0.05 19,061.90 -0.61 1,785.15 -1,843.97 0.04 Zapata A-5 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 22,632.32 0.48 954.18 -249.47 0.71 -1,292.32 -0.05 -486.74 239.94 -0.05 Carga Muerta + Peso Prop.

Carga Viva Pasadizo Carga Muerta + Peso Prop. Carga Viva Pasadizo Carga Viva Aulas Carga Viva Techo

(17)

PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

6,629.79 -0.33 621.62 -267.23 0.04

1,882.75 0.10 104.30 -6.49 0.11

31,685.25 0.67 1,335.85 -349.26 0.99 12,274.37 -0.48 406.61 -57.43 0.18 Zapata A-6 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 24,467.55 -2.98 961.83 -982.95 -2.99 -131.80 -0.03 -206.82 300.79 -0.03 8,918.49 4.32 1,257.13 -1,388.80 5.03 2,346.99 -2.36 1.78 1.12 -2.52

34,254.57 -4.17 1,346.56 -1,376.12 -4.19 18,927.26 3.28 1,788.55 -1,847.72 4.21 Carga Muerta + Peso Prop.

Carga Muerta Carga Viva Carga Viva Aulas Carga Viva Techo

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA Zapata A-7 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 14,535.89 -312.33 732.44 -174.22 -336.63 -1,369.25 -1.15 -474.30 294.00 -1.24 3,350.56 -169.68 335.94 -152.22 -182.71 730.86 15.68 60.79 -11.17 16.91

20,350.25 -437.26 1,025.42 -243.91 -471.28 4,610.69 -263.76 -131.87 222.03 -283.96

Zapata B-1 Carga Muerta Carga Viva

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 10,677.70 8.07 -425.91 269.22 9.12 137.20 1.60 -507.40 293.47 1.81 2,301.23 2.82 -3.53 -13.65 3.20 768.85 -0.79 53.92 -13.44 -0.89

14,948.78 11.30 -596.27 376.90 12.77 5,452.38 6.17 -776.92 452.85 7.00 Zapata B-3 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 13,834.27 0.00 -339.37 320.33 0.01 112.28 -0.02 -395.60 378.27 -0.03 4,515.30 0.01 -39.90 -21.00 0.03 1,414.74 0.00 85.85 -29.33 0.00

19,367.98 0.00 -475.12 448.46 0.02 10,271.94 -0.02 -594.41 557.49 0.00 Carga Muerta + Peso Prop.

Carga Muerta + Peso Prop. Carga Viva Pasadizo Carga Muerta Carga Viva

Carga Viva Aulas Carga Viva Techo

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA Zapata B-5 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 13,834.25 0.00 -339.37 320.32 0.01 112.28 0.02 -395.60 378.27 0.03 4,515.30 -0.01 -39.84 -21.02 0.00 1,414.73 0.00 85.85 -29.34 0.00

19,367.95 0.00 -475.12 448.45 0.01 10,271.93 0.02 -594.30 557.46 0.05

Zapata B-7

P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) Carga Muerta + Peso Prop.

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

10,677.59 -8.07 -425.80 269.22 -9.11 137.17 -1.60 -507.39 293.48 -1.81

2,301.07 -2.81 -3.30 -13.71 -3.17

768.87 0.79 53.93 -13.44 0.89

14,948.63 -11.30 -596.12 376.91 -12.75 5,452.09 -6.15 -776.49 452.76 -6.95 Zapata C-1 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 22,888.77 -353.77 -1,186.81 203.21 381.74 4,886.02 -149.46 -9.27 -229.74 161.15 2,299.04 -53.77 -328.55 168.32 58.48 2,366.51 20.69 -69.13 17.43 -22.30

32,044.28 -495.28 -1,661.53 284.50 534.44 16,237.67 -310.32 -691.82 -74.79 335.46 Carga Muerta + Peso Prop.

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA Zapata C-2 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 32,233.71 11.85 -17.41 95.59 12.88 6,855.78 12.32 1,206.38 -1,256.20 13.19 7,327.82 -0.46 -1,209.36 1,328.27 -0.10 4,346.03 1.71 -72.24 82.68 1.83

45,127.19 16.59 -24.37 133.83 18.03 31,500.37 23.07 -127.87 263.06 25.36

Zapata C-3

P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 33,896.92 -1.34 -1,159.59 -127.24 -1.24 Carga Muerta + Peso Prop.

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

8,527.03 -1.52 363.81 -724.02 -1.62

4,597.51 0.93 -664.82 350.03 1.38

4,297.77 0.00 -129.25 40.49 0.00

47,455.69 -1.88 -1,623.43 -178.14 -1.73 29,617.93 -1.00 -731.44 -566.94 -0.41 Zapata C-4 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 32,446.70 0.11 1.30 74.97 0.31 6,930.53 0.00 1,229.68 -1,281.89 0.01 7,441.70 0.22 -1,194.91 1,312.36 0.62 4,443.88 0.00 -73.96 84.58 0.00

45,425.38 0.15 1.82 104.96 0.44

31,987.39 0.37 -66.62 195.57 1.06

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA Zapata C-5 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 33,896.87 1.56 -1,159.59 -127.24 1.86 8,527.04 1.53 363.80 -724.01 1.64 4,597.40 -0.51 -664.78 350.00 -0.16 4,297.75 0.00 -129.24 40.49 0.00

47,455.62 2.18 -1,623.43 -178.14 2.60 29,617.72 1.73 -731.37 -566.97 2.50 Zapata C-6 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 32,233.92 -11.63 -17.41 95.58 -12.25 6,855.76 -12.31 1,206.38 -1,256.20 -13.18 7,327.81 0.89 -1,209.35 1,328.23 1.34 Carga Muerta + Peso Prop.

Carga Viva Pasadizo Carga Viva Aulas Carga Muerta + Peso Prop. Carga Viva Pasadizo Carga Viva Aulas Carga Viva Techo

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

4,346.12 -1.71 -72.23 82.67 -1.83

45,127.49 -16.28 -24.37 133.81 -17.15 31,500.47 -22.32 -127.84 263.01 -23.24 Zapata C-7 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 22,888.93 -353.77 -1,186.81 203.14 -381.55 4,886.08 -149.46 -9.27 -229.66 -161.24 2,298.40 -53.77 -328.55 168.19 -57.78 2,366.60 20.69 -69.13 17.41 22.33

32,044.50 -495.28 -1,661.53 284.39 -534.17 16,236.84 -310.32 -691.82 -74.90 -334.38 Carga Muerta Carga Viva Carga Muerta Carga Viva

Carga Muerta + Peso Prop. Carga Viva Pasadizo Carga Viva Aulas Carga Viva Techo Carga Viva Techo

(26)

PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

(27)

14,537.27 312.34 732.18 -173.91 336.93 2,713.24 155.10 -77.85 130.84 167.48 Zapata A-7 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 14,535.89 -312.33 732.44 -174.22 -336.63 -1,369.25 -1.15 -474.30 294.00 -1.24 3,350.56 -169.68 335.94 -152.22 -182.71 730.86 15.68 60.79 -11.17 16.91

Carga Muerta + Peso Prop. Carga Viva Pasadizo Carga Viva Aulas Carga Viva Techo Carga Muerta Carga Viva

PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA 14,535.89 -312.33 732.44 -174.22 -336.63 2,712.17 -155.15 -77.57 130.61 -167.04 Zapata C-1 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 22,888.77 -353.77 -1,186.81 203.21 381.74 4,886.02 -149.46 -9.27 -229.74 161.15 2,299.04 -53.77 -328.55 168.32 58.48 2,366.51 20.69 -69.13 17.43 -22.30

22,888.77 -353.77 -1,186.81 203.21 381.74 9,551.57 -182.54 -406.95 -44.00 197.33 Carga Viva

Carga Muerta Carga Viva Carga Muerta

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PREDIMENSIONAMIENTO DE CIMENTACIONES - SAFE

: CONSTRUCCION, MEJORAMIENTO E IMPLEMENTACION DE LA I.E. JESUS NAZARENO DEL DISTRITO DE JULCAMARCA Zapata C-7 P(kg) Vx (kg) Vy(kg) Mx (kg-m) My(kg-m) 22,888.93 -353.77 -1,186.81 203.14 -381.55 4,886.08 -149.46 -9.27 -229.66 -161.24 2,298.40 -53.77 -328.55 168.19 -57.78 2,366.60 20.69 -69.13 17.41 22.33

22,888.93 -353.77 -1,186.81 203.14 -381.55 9,551.08 -182.54 -406.95 -44.06 -196.69 Carga Muerta + Peso Prop.

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