![Ser叩s capaz de lograr lo que sea, si tu entusiasmo no tiene l鱈mites.
DOCENTE: DR.ING. JOS ANTONIO LUNA VERA
ESTUDIANTE: UNIV. HUANCA PAXI EVER WILLIAM
UNIV. TARQUINO CALLE LUIS EDUARDO
UNIV. YANAGUAYA TAMBO LIZ MARIELA A.
UNIVERSIDAD MAYOR DE SAN ANDRES
PUERTOS Y VAS NAVEGABLES CIV-336
PRCTICA N捉 5
SOCAVACINFacultad De Ingenier鱈a
Ingenier鱈a Civil
CALCULO DE SOCAVACION POR CONTRACCION
MTODO DE STRAUB
2 = 1 (
1
2
) .
B1=346.4 M
B2=343.94 M
h1=15.741 m
Entonces:
2 = 15.741 (
346.4
343.94
) .
= .
MTODO DE MAZA
2 = 1
1
2
(
1
2
)
Xi [m] Yi [m] B [m] hi [m] hi+1 [m] A [m
2
] P [m] R [m]
0.0 0.00 28.9 0 5.966 86.1162 29.479 2.92127
28.9 -5.966 28.9 5.966 9.645 225.337 29.1025 7.74288
57.7 -9.645 28.9 9.645 15.605 364.471 29.4778 12.3643
86.6 -15.61 28.9 15.605 15.741 452.464 28.8693 15.6728
115.5 -15.74 28.9 15.741 13.391 420.506 28.9645 14.518
144.3 -13.39 28.9 13.391 9.458 329.814 29.1357 11.3199
173.2 -9.46 28.9 9.458 7.389 243.178 28.943 8.40195
202.1 -7.39 28.9 7.389 7.114 209.344 28.8703 7.25117
231.0 -7.11 28.9 7.114 7.297 208.016 28.8696 7.20536
259.8 -7.30 28.9 7.297 6.655 201.39 28.8761 6.97428
288.7 -6.66 28.9 6.655 4.677 163.572 28.9367 5.65275
317.6 -4.677 28.9 4.677 0 67.5102 29.2454 2.3084
346.4 0.00 28.9 0 0 0 0 0
TOTAL 2971.72 348.77
SECCION 1
5 08](https://image.slidesharecdn.com/soctrans-200312010208/85/Soctrans-1-320.jpg)
![Ser叩s capaz de lograr lo que sea, si tu entusiasmo no tiene l鱈mites.
DOCENTE: DR.ING. JOS ANTONIO LUNA VERA
ESTUDIANTE: UNIV. HUANCA PAXI EVER WILLIAM
UNIV. TARQUINO CALLE LUIS EDUARDO
UNIV. YANAGUAYA TAMBO LIZ MARIELA A.
UNIVERSIDAD MAYOR DE SAN ANDRES
PUERTOS Y VAS NAVEGABLES CIV-336
PRCTICA N捉 5
SOCAVACINFacultad De Ingenier鱈a
Ingenier鱈a Civil
B1=346.4 M
B2=343.94 M
h1=15.741 m
S1=0.0025
S2=0.0025
Entonces:
2 = 15.741
346.4
343.94
(
0.0025
0.0025
)
= .
Xi [m] Yi [m] B [m] hi [m] hi+1 [m] A [m2
] P [m] R [m]
0.0 0.00 28.9 0 5.966 86.1162 29.479 2.92127
28.9 -5.966 28.9 5.966 9.645 225.337 29.1025 7.74288
57.7 -9.645 28.9 9.645 15.605 364.471 29.4778 12.3643
86.6 -15.61 28.9 15.605 15.741 452.464 28.8693 15.6728
115.5 -15.74 28.9 15.741 13.391 420.506 28.9645 14.518
144.3 -13.39 28.9 13.391 9.458 329.814 29.1357 11.3199
173.2 -9.46 28.9 9.458 7.389 243.178 28.943 8.40195
202.1 -7.39 28.9 7.389 7.114 209.344 28.8703 7.25117
231.0 -7.11 28.9 7.114 7.297 208.016 28.8696 7.20536
259.8 -7.30 28.9 7.297 6.655 201.39 28.8761 6.97428
288.7 -6.66 28.9 6.655 4.677 163.572 28.9367 5.65275
317.6 -4.677 28.9 4.677 0 67.5102 29.2454 2.3084
346.4 0.00 28.9 0 0 0 0 0
TOTAL 2971.72 348.77
SECCION 1
5 1](https://image.slidesharecdn.com/soctrans-200312010208/85/Soctrans-2-320.jpg)
Soctrans
- 1. Ser叩s capaz de lograr lo que sea, si tu entusiasmo no tiene l鱈mites. DOCENTE: DR.ING. JOS ANTONIO LUNA VERA ESTUDIANTE: UNIV. HUANCA PAXI EVER WILLIAM UNIV. TARQUINO CALLE LUIS EDUARDO UNIV. YANAGUAYA TAMBO LIZ MARIELA A. UNIVERSIDAD MAYOR DE SAN ANDRES PUERTOS Y VAS NAVEGABLES CIV-336 PRCTICA N捉 5 SOCAVACINFacultad De Ingenier鱈a Ingenier鱈a Civil CALCULO DE SOCAVACION POR CONTRACCION MTODO DE STRAUB 2 = 1 ( 1 2 ) . B1=346.4 M B2=343.94 M h1=15.741 m Entonces: 2 = 15.741 ( 346.4 343.94 ) . = . MTODO DE MAZA 2 = 1 1 2 ( 1 2 ) Xi [m] Yi [m] B [m] hi [m] hi+1 [m] A [m 2 ] P [m] R [m] 0.0 0.00 28.9 0 5.966 86.1162 29.479 2.92127 28.9 -5.966 28.9 5.966 9.645 225.337 29.1025 7.74288 57.7 -9.645 28.9 9.645 15.605 364.471 29.4778 12.3643 86.6 -15.61 28.9 15.605 15.741 452.464 28.8693 15.6728 115.5 -15.74 28.9 15.741 13.391 420.506 28.9645 14.518 144.3 -13.39 28.9 13.391 9.458 329.814 29.1357 11.3199 173.2 -9.46 28.9 9.458 7.389 243.178 28.943 8.40195 202.1 -7.39 28.9 7.389 7.114 209.344 28.8703 7.25117 231.0 -7.11 28.9 7.114 7.297 208.016 28.8696 7.20536 259.8 -7.30 28.9 7.297 6.655 201.39 28.8761 6.97428 288.7 -6.66 28.9 6.655 4.677 163.572 28.9367 5.65275 317.6 -4.677 28.9 4.677 0 67.5102 29.2454 2.3084 346.4 0.00 28.9 0 0 0 0 0 TOTAL 2971.72 348.77 SECCION 1 5 08
- 2. Ser叩s capaz de lograr lo que sea, si tu entusiasmo no tiene l鱈mites. DOCENTE: DR.ING. JOS ANTONIO LUNA VERA ESTUDIANTE: UNIV. HUANCA PAXI EVER WILLIAM UNIV. TARQUINO CALLE LUIS EDUARDO UNIV. YANAGUAYA TAMBO LIZ MARIELA A. UNIVERSIDAD MAYOR DE SAN ANDRES PUERTOS Y VAS NAVEGABLES CIV-336 PRCTICA N捉 5 SOCAVACINFacultad De Ingenier鱈a Ingenier鱈a Civil B1=346.4 M B2=343.94 M h1=15.741 m S1=0.0025 S2=0.0025 Entonces: 2 = 15.741 346.4 343.94 ( 0.0025 0.0025 ) = . Xi [m] Yi [m] B [m] hi [m] hi+1 [m] A [m2 ] P [m] R [m] 0.0 0.00 28.9 0 5.966 86.1162 29.479 2.92127 28.9 -5.966 28.9 5.966 9.645 225.337 29.1025 7.74288 57.7 -9.645 28.9 9.645 15.605 364.471 29.4778 12.3643 86.6 -15.61 28.9 15.605 15.741 452.464 28.8693 15.6728 115.5 -15.74 28.9 15.741 13.391 420.506 28.9645 14.518 144.3 -13.39 28.9 13.391 9.458 329.814 29.1357 11.3199 173.2 -9.46 28.9 9.458 7.389 243.178 28.943 8.40195 202.1 -7.39 28.9 7.389 7.114 209.344 28.8703 7.25117 231.0 -7.11 28.9 7.114 7.297 208.016 28.8696 7.20536 259.8 -7.30 28.9 7.297 6.655 201.39 28.8761 6.97428 288.7 -6.66 28.9 6.655 4.677 163.572 28.9367 5.65275 317.6 -4.677 28.9 4.677 0 67.5102 29.2454 2.3084 346.4 0.00 28.9 0 0 0 0 0 TOTAL 2971.72 348.77 SECCION 1 5 1