Rigidez en Funcion Al Mod. Balasto
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FUNDACION CORRIDA - CUADRO DE RIGIDEZ Modulo de Balasto= 12000 kN/m3 1200 Ton/m3 Angulo de Friccion Interna= 26 Kz=Coef.Balasto*Area Influencia Nudo Ax(m) Ay(m) Kz Kx,Ky Krz 1 0.00 1.00 1.00 2 0.75 0.32 0.24 2880.00 1617.49 2880.00 3 0.00 1.00 1.00 4 0.375 0.826 0.31 3717.00 2087.58 3717.00 5 0.75 0.826 0.62 7434.00 4175.16 7434.00 6 0.375 0.826 0.31 3717.00 2087.58 3717.00 7 0.375 1.012 0.38 4554.00 2557.66 4554.00 8 0.75 1.012 0.76 9108.00 5115.33 9108.00 9 0.375 1.012 0.38 4554.00 2557.66 4554.00 10 0.375 1.012 0.38 4554.00 2557.66 4554.00 11 0.75 1.012 0.76 9108.00 5115.33 9108.00 12 0.375 1.012 0.38 4554.00 2557.66 4554.00 13 0.375 1.012 0.38 4554.00 2557.66 4554.00 14 0.75 1.012 0.76 9108.00 5115.33 9108.00 15 0.375 1.012 0.38 4554.00 2557.66 4554.00 16 0.375 1.012 0.38 4554.00 2557.66 4554.00 17 0.75 1.012 0.76 9108.00 5115.33 9108.00 18 0.375 1.012 0.38 4554.00 2557.66 4554.00 19 0.375 1.012 0.38 4554.00 2557.66 4554.00 20 0.75 1.012 0.76 9108.00 5115.33 9108.00 21 0.375 1.012 0.38 4554.00 2557.66 4554.00 22 0.375 0.87 0.33 3915.00 2198.78 3915.00 23 0.75 0.87 0.65 7830.00 4397.56 7830.00 24 0.375 0.87 0.33 3915.00 2198.78 3915.00 25 0.375 0.72 0.27 3240.00 1819.68 3240.00 26 0.75 0.72 0.54 6480.00 3639.36 6480.00 27 0.375 0.72 0.27 3240.00 1819.68 3240.00 28 0.00 1.00 1.00 29 0.75 0.36 0.27 3240.00 1819.68 3240.00 30 0.00 1.00 1.00 Kx,Ky=Kz*(1-senθ) (1-senθ)= Area Influencia (m2)
description
determinación de la rigidez en función al modulo de balasto
Transcript of Rigidez en Funcion Al Mod. Balasto
FUNDACION CORRIDA - CUADRO DE RIGIDEZModulo de Balasto= 12000 kN/m3 1200 Ton/m3Angulo de Friccion Interna= 26
Kz=Coef.Balasto*Area Influencia0.56163
Nudo Ax(m) Ay(m) Kz Kx,Ky Krz Krx,Kry
1 0.00 1.00 1.00 0.002 0.75 0.32 0.24 2880.00 1617.49 2880.00 3168.003 0.00 1.00 1.00 0.004 0.375 0.826 0.31 3717.00 2087.58 3717.00 4088.705 0.75 0.826 0.62 7434.00 4175.16 7434.00 8177.406 0.375 0.826 0.31 3717.00 2087.58 3717.00 4088.707 0.375 1.012 0.38 4554.00 2557.66 4554.00 5009.408 0.75 1.012 0.76 9108.00 5115.33 9108.00 10018.809 0.375 1.012 0.38 4554.00 2557.66 4554.00 5009.40
10 0.375 1.012 0.38 4554.00 2557.66 4554.00 5009.4011 0.75 1.012 0.76 9108.00 5115.33 9108.00 10018.8012 0.375 1.012 0.38 4554.00 2557.66 4554.00 5009.4013 0.375 1.012 0.38 4554.00 2557.66 4554.00 5009.4014 0.75 1.012 0.76 9108.00 5115.33 9108.00 10018.8015 0.375 1.012 0.38 4554.00 2557.66 4554.00 5009.4016 0.375 1.012 0.38 4554.00 2557.66 4554.00 5009.4017 0.75 1.012 0.76 9108.00 5115.33 9108.00 10018.8018 0.375 1.012 0.38 4554.00 2557.66 4554.00 5009.4019 0.375 1.012 0.38 4554.00 2557.66 4554.00 5009.4020 0.75 1.012 0.76 9108.00 5115.33 9108.00 10018.8021 0.375 1.012 0.38 4554.00 2557.66 4554.00 5009.4022 0.375 0.87 0.33 3915.00 2198.78 3915.00 4306.5023 0.75 0.87 0.65 7830.00 4397.56 7830.00 8613.0024 0.375 0.87 0.33 3915.00 2198.78 3915.00 4306.5025 0.375 0.72 0.27 3240.00 1819.68 3240.00 3564.0026 0.75 0.72 0.54 6480.00 3639.36 6480.00 7128.0027 0.375 0.72 0.27 3240.00 1819.68 3240.00 3564.0028 0.00 1.00 1.00 0.0029 0.75 0.36 0.27 3240.00 1819.68 3240.00 3564.0030 0.00 1.00 1.00 0.00
Kx,Ky=Kz*(1-senθ) (1-senθ)=Area Influencia
(m2)
FUNDACION CORRIDA - CUADRO DE RIGIDEZModulo de Balasto= 12000 kN/m3 1200 Ton/m3Angulo de Friccion Interna= 26
Kz=Coef.Balasto*Area Influencia0.56163
Nudo Ax(m) Ay(m) Kz Kx,Ky Krz Krx,Kry
1 0.00 1.00 1.00 0.002 0.75 0.555 0.42 4995.00 2805.34 4995.00 5494.503 0.00 1.00 1.00 0.004 0.375 1.11 0.42 4995.00 2805.34 4995.00 5494.505 0.75 1.11 0.83 9990.00 5610.68 9990.00 10989.006 0.375 1.11 0.42 4995.00 2805.34 4995.00 5494.507 0.375 1.11 0.42 4995.00 2805.34 4995.00 5494.508 0.75 1.11 0.83 9990.00 5610.68 9990.00 10989.009 0.375 1.11 0.42 4995.00 2805.34 4995.00 5494.50
10 0.375 1.11 0.42 4995.00 2805.34 4995.00 5494.5011 0.75 1.11 0.83 9990.00 5610.68 9990.00 10989.0012 0.375 1.11 0.42 4995.00 2805.34 4995.00 5494.5013 0.00 1.00 1.00 0.0014 0.75 0.555 0.42 4995.00 2805.34 4995.00 5494.5015 0.00 1.00 1.00 0.00
Kx,Ky=Kz*(1-senθ) (1-senθ)=Area Influencia
(m2)
FUNDACION CORRIDA - CUADRO DE RIGIDEZModulo de Balasto= 12000 kN/m3 1200 Ton/m3Angulo de Friccion Interna= 26
Kz=Coef.Balasto*Area Influencia0.56163
Nudo Ax(m) Ay(m) Kz Kx,Ky Krz Krx,Kry
1 0.00 1.00 1.00 0.002 0.86 0.5 0.43 5160.00 2898.01 5160.00 5676.003 0.00 1.00 1.00 0.004 1.73 0.25 0.43 5190.00 2914.86 5190.00 5709.005 1.73 0.5 0.87 10380.00 5829.72 10380.00 11418.006 1.73 0.25 0.43 5190.00 2914.86 5190.00 5709.007 1.73 0.25 0.43 5190.00 2914.86 5190.00 5709.008 1.73 0.5 0.87 10380.00 5829.72 10380.00 11418.009 1.73 0.25 0.43 5190.00 2914.86 5190.00 5709.00
10 1.73 0.25 0.43 5190.00 2914.86 5190.00 5709.0011 1.73 0.5 0.87 10380.00 5829.72 10380.00 11418.0012 1.73 0.25 0.43 5190.00 2914.86 5190.00 5709.0013 0.00 1.00 1.00 0.0014 0.86 0.5 0.43 5160.00 2898.01 5160.00 5676.0015 0.00 1.00 1.00 0.00
Kx,Ky=Kz*(1-senθ) (1-senθ)=Area Influencia
(m2)
ZAPATA - CUADRO DE RIGIDEZModulo de Balasto= 12000 kN/m3 1200 Ton/m3Angulo de Friccion Interna= 26
Kz=Coef.Balasto*Area Influencia0.56163
Nudo Ax(m) Ay(m) Kz Kx,Ky Krz Krx,Kry
1 0.00 1.00 1.00 0.002 0.5 0.25 0.13 1500.00 842.44 1500.00 1650.003 0.00 1.00 1.00 0.004 0.25 0.5 0.13 1500.00 842.44 1500.00 1650.005 0.5 0.5 0.25 3000.00 1684.89 3000.00 3300.006 0.25 0.5 0.13 1500.00 842.44 1500.00 1650.007 0.00 1.00 1.00 0.008 0.5 0.25 0.13 1500.00 842.44 1500.00 1650.009 0.00 1.00 1.00 0.00
Kx,Ky=Kz*(1-senθ) (1-senθ)=Area Influencia
(m2)
