Fuerzas en Codos Conduccion

7/21/2019 Fuerzas en Codos Conduccion

1/56

1 ton/m3

tramo de entrada a Volumen de control

x1 y1

punto inicial 831187.96 1185976.18

punto fnal 831187.876 1185976.05

-0.084 i -0.13 j

norma U1-2 0.167 m

vr!or -0.504 i -0.780 j

cau"al m3/! 0.28274334 m3/!

"iamtro m 0.300

vctor vloci"a"v m/! 4

vctor vloci"a"a" a la ntra"a

-2.015194083 i -3.11875275 j

-0.282743339

n tonla"a! #x1 #y1

0.570 i 0.882 j

1.55

$ur%a total n l co"o $ur%a !o&r la !uprfci " control

n tonla"a! -0.192 i 0.172 j

$ur%a n l plano 'ori%ontal #xi($yj

norma " la $ur%a 0.258 ton

-0.896

-41.85 "irccion n la )u actua la $ur

$ur%a "l anclaj !o&r l tu&o

n tonla"a! 0.192 i -0.172 j


-0.89578009'acia l *+

-41.8533501

vrifcacion $ur%a r!ultant 'ori%ontal #!

a,ua

x y

V.daentrada

tan

tan


2/56

1.478 ton

0.689

!ulo concrto 0.466

0.5ton/m2 1.1

1.4

!p!or 0.4 n "irccion 48.1466498803

ra " contacto 1.54

-0.014o

#! 36.8143983

vrifcar pr!ion " contacto2.4 ton/m3 vrifcar pr!ion "

volumn " concrto 0.009 capaci"a" portant

ara " contacto

minima r)uri"a

co"o 1

r!umn

"imn!ion! +!p!or

1.1 1.4 0.4 n "irccion

n "irccion

normal p!o "l"a"o

co$ " $riccion

vrifcacion!ta&ili"a"latral

a"mi!i&l

lon,itu" mayor prpn"icular ala "irccion " accion " la

$ur%a

pr!nt

c


3/56

%1 x1 y1

1566.255 tramo de salida a volumen de co

1566.193 punto fnal 831183.321 1185971.81

punto inicial 831187.876 1185976.05

-0.062-4.555 i -4.242

norma U13

6.761

-0.372 vr!or -0.674 i -0.627

cau"al m3/! 0.28274334

"iamtro m 0.300


vctor vloci"a" a la !ali"a

-1.487405158 -2.695 i -2.510

."a !ali"a

0.28274334

#%1 n tonla"a! #x2 #y2

0.421 -0.762 i -0.710

180.93

$ur%a "l a,ua !o&r la tu&ria

-0.021

a

0.021

2.5

%

x y


4/56

o

contacto

a"mi!i&l

0.5ton/m2

0.042m2

48.1466498803

-41.8533501197


5/56

%1

ntrol

1563.554

1566.193

j -2.639

j -0.390

j -1.561

#%2

j -0.441

%


6/56


7/56

1 ton/m3


x1 y1

punto inicial 831188.064 1185976.34

punto fnal 831187.96 1185976.18

-0.104 i -0.155 j

norma U1-2 0.192 m

vr!or -0.543 i -0.809 j

cau"al m3/! 0.28274334 m3/!

"iamtro m 0.300



-2.17179823 i -3.23681467 j

-0.282743339

n tonla"a! #x1 #y1

0.614 i 0.915 j

1.49


n tonla"a! 0.044 i 0.033 j



0.754

37.01 "irccion n la )u actua la $ur

$ur%a "l anclaj !o&r l tu&on tonla"a! -0.044 i -0.033 j


0.75388758'acia l +

37.0121865


a,ua

xfnal-inicial y

V.daentrada

tan

tan


8/56

0.614 ton

0.286

!ulo concrto 0.466

0.5ton/m2 0.8

0.8

!p!or 0.4 n "irccion 127.0121865115

ra " contacto 0.64

-0.260o

#! 1.920041143

vrifcar pr!ion " contacto

2.4 ton/m3 vrifcar pr!ion "


ara " contacto

minima r)uri"a

co"o 2

r!umn

"imn!ion! +!p!or

0.8 0.8 0.4 n "irccion

n "irccion

normal p!o "l"a"o

co$ " $riccion


a"mi!i&lla "irccion " accion " la

$ur%a

pr!nt

c


9/56

%1 x1 y1


1566.255 punto fnal 831187.876 1185976.05

punto inicial 831187.96 1185976.18

-0.043-0.084 i -0.13

norma U13

0.167

-0.224 vr!or -0.504 i -0.780

cau"al m3/! 0.28274334

"iamtro m 0.300



-0.897955037 -2.015 i -3.119

."a !ali"a

0.28274334


0.254 -0.570 i -0.882

181.55


-0.167

a

0.167

2.5

%

xfnal-inicial y


10/56

o

contacto

a"mi!i&l0.5ton/m2

0.333m2

127.0121865115

37.0121865115


11/56

%1

ntrol

1566.193

1566.255

j -0.062

j -0.372

j -1.487

#%2

j -0.421

%


12/56


13/56

1 ton/m3


x1 y1

punto inicial 831188.068 1185976.52

punto fnal 831188.064 1185976.34

-0.004 i -0.184 j

norma U1-2 0.185 m

vr!or -0.022 i -0.996 j

cau"al m3/! 0.28274334 m3/!

"iamtro m 0.300



-0.086609306 i -3.98402812 j

-0.282743339

n tonla"a! #x1 #y1

0.024 i 1.126 j

38.76


n tonla"a! -0.590 i 0.211 j



-0.358


$ur%a "l anclaj !o&r l tu&on tonla"a! 0.590 i -0.211 j


-0.35834329'acia l *+

-19.7147999


a,ua

xfnal-inicial y

V.daentrada

tan

tan


14/56

0.614 ton

0.286

!ulo concrto 0.466

0.5ton/m2 0.8

0.8

!p!or 0.4 n "irccion 70.2852000782

ra " contacto 0.64

-0.244o

#! 2.0520978023




ara " contacto

minima r)uri"a

co"o 3

r!umn

"imn!ion! +!p!or

0.8 0.8 0.4 n "irccion

n "irccion

normal p!o "l"a"o

co$ " $riccion



$ur%a

pr!nt

c


15/56

%1 x1 y1


1566.298 punto fnal 831187.96 1185976.18

punto inicial 831188.064 1185976.34

-0.016-0.104 i -0.155

norma U13

0.192

-0.087 vr!or -0.543 i -0.809

cau"al m3/! 0.28274334

"iamtro m 0.300



-0.3464372277 -2.172 i -3.237

."a !ali"a

0.28274334


0.098 -0.614 i -0.915

181.49


-0.156

a

0.156

2.5

%

xfnal-inicial y


16/56

rvi!ar !ta&ii"a" latral al "!li%aminto

contacto

a"mi!i&l0.5ton/m2

0.312m2

70.2852000782

-19.7147999218


17/56

%1

ntrol

1566.255

1566.298

j -0.043

j -0.224

j -0.898

#%2

j -0.254

%


18/56


19/56

1 ton/m3


x1 y1

punto inicial 831188.167 1185977.38

punto fnal 831188.068 1185976.52

-0.099 i -0.862 j

norma U1-2 0.869 m

vr!or -0.114 i -0.992 j

cau"al m3/! 0.28274334 m3/!

"iamtro m 0.300



-0.455756559 i -3.96830458 j

-0.282743339

n tonla"a! #x1 #y1

0.129 i 1.122 j

8.64


n tonla"a! 0.104 i -0.004 j



-0.043


$ur%a "l anclaj !o&r l tu&on tonla"a! -0.104 i 0.004 j


-0.04259422'acia l *+

-2.43899478


a,ua

xfnal-inicial y

V.daentrada

tan

tan


20/56

0.614 ton

0.286

!ulo concrto 0.466

0.5ton/m2 0.8

0.8

!p!or 0.4 n "irccion 87.5610052234

ra " contacto 0.64

-0.059o

#! 8.4039164234




ara " contacto

minima r)uri"a

co"o 4

r!umn

"imn!ion! +!p!or

0.8 0.8 0.4 n "irccion

n "irccion

normal p!o "l"a"o

co$ " $riccion



$ur%a

pr!nt

c


21/56

%1 x1 y1


1566.314 punto fnal 831188.064 1185976.34

punto inicial 831188.068 1185976.52

-0.046-0.004 i -0.184

norma U13

0.185

-0.053 vr!or -0.022 i -0.996

cau"al m3/! 0.28274334

"iamtro m 0.300



-0.2117656738 -0.087 i -3.984

."a !ali"a

0.28274334


0.060 -0.024 i -1.126

218.76


-0.038

a

0.038

2.5

%

xfnal-inicial y


22/56

o

contacto

a"mi!i&l0.5ton/m2

0.076m2

87.5610052234

-2.4389947766


23/56

%1

ntrol

1566.298

1566.314

j -0.016

j -0.087

j -0.346

#%2

j -0.098

%


24/56


25/56

1 ton/m3


x1 y1

punto inicial 831189.578

punto fnal 831189.574

-0.004 i -0.029 j

norma U1-2 0.067 m

vr!or -0.060 i -0.434 j

cau"al m3/! 0.28274334 m3/!

"iamtro m 0.300



-0.239661714 i -1.73754745 j

-0.282743339

n tonla"a! #x1 #y1

0.068 i 0.491 j

7.21


n tonla"a! -0.122 i -0.423 j



3.467


$ur%a "l anclaj !o&r l tu&on tonla"a! 0.122 i 0.423 j


3.46723097'acia l +

73.911667


a,ua

xfnal-inicial y

V.daentrada

tan

tan


26/56

2.458 ton

1.146

!ulo concrto 0.466

0.5ton/m2 1.6

1.6

!p!or 0.4 n "irccion 163.9116669951

ra " contacto 2.56

0.148o

#! 3.3842615344

vitar lvantaminto "l tu&o



ara " contacto

minima r)uri"a

co"o 4

r!umn

"imn!ion! +!p!or

1.6 1.6 0.4 n "irccion

n "irccion

normal p!o "l"a"o

co$ " $riccion



$ur%a

pr!nt

c


27/56

%1 x1 y1


1568.331 punto fnal 831189.563


-0.06 -0.011 i -0.053

norma U13

0.066

-0.899 vr!or -0.168 i -0.808

cau"al m3/! 0.28274334

"iamtro m 0.300



-3.5949257464 -0.671 i -3.233

."a !ali"a

0.28274334


1.016 -0.190 i -0.914

184.81


0.378

a

-0.378

2.5

%

xfnal-inicial y


28/56

o

contacto

a"mi!i&l0.5ton/m2

0.756m2

163.9116669951

73.9116669951


29/56

%1

ntrol

1568.294

1568.331

j -0.037

j -0.564

j -2.257

#%2

j -0.638

%


30/56


31/56

1 ton/m3


x1 y1



-0.16 i -0.384 j

norma U1-2 4.841 m

vr!or -0.033 i -0.079 j

cau"al m3/! 0.28274334 m3/!

"iamtro m 0.300



-0.132206617 i -0.31729588 j

-0.282743339

n tonla"a! #x1 #y1

0.037 i 0.090 j

2.40


n tonla"a! -0.030 i -0.402 j



13.217


$ur%a "l anclaj !o&r l tu&on tonla"a! 0.030 i 0.402 j


13.2171634'acia l +

85.6732905


a,ua

xfnal-inicial y

V.daentrada

tan

tan


32/56

2.419 ton

1.128

!ulo concrto 0.466

0.5ton/m2 1.2

1.4

!p!or 0.6 n "irccion 175.6732904509

ra " contacto 1.68

0.066o

#! 7.612256521

vitar lvantaminto "l tu&o



ara " contacto

minima r)uri"a

co"o 4

r!umn

"imn!ion! +!p!or

1.2 1.4 0.6 n "irccion

n "irccion

normal p!o "l"a"o

co$ " $riccion



$ur%a

pr!nt

c


33/56

%1 x1 y1


1568.391 punto fnal 831189.574


-4.823-0.004 i -0.029

norma U13

0.067

-0.996 vr!or -0.060 i -0.434

cau"al m3/! 0.28274334

"iamtro m 0.300



-3.9852032236 -0.240 i -1.738

."a !ali"a

0.28274334


1.127 -0.068 i -0.491

187.21


0.110

a

-0.110

2.5

%

xfnal-inicial y


34/56

o

contacto

a"mi!i&l0.5ton/m2

0.221m2

175.6732904509

85.6732904509


35/56

%1

ntrol

1568.331

1568.391

j -0.06

j -0.899

j -3.595

#%2

j -1.016

%


36/56


37/56

1 ton/m3


x1 y1



-1.775 i -7.152 j

norma U1-2 13.014 m

vr!or -0.136 i -0.550 j

cau"al m3/! 0.28274334 m3/!

"iamtro m 0.300



-0.54555655 i -2.1982087 j

-0.282743339

n tonla"a! #x1 #y1

0.154 i 0.622 j

4.02


n tonla"a! 0.117 i 0.532 j



4.550




4.55041279'acia l *+

77.6056829


a,ua

xfnal-inicial y

V.daentrada

tan

tan


38/56

3.240 ton

1.511

!ulo concrto 0.466

0.5ton/m2 1.5

1.5

!p!or 0.6 n "irccion 167.6056828617

ra " contacto 2.25

-0.086o

#! 5.7815865589




ara " contacto

minima r)uri"a

co"o 4

r!umn

"imn!ion! +!p!or

1.5 1.5 0.6 n "irccion

n "irccion

normal p!o "l"a"o

co$ " $riccion



$ur%a

pr!nt

c


39/56

%1 x1 y1


1573.214 punto fnal 831189.578


-10.727 -0.16 i -0.384

norma U13

4.841

-0.824 vr!or -0.033 i -0.079

cau"al m3/! 0.28274334

"iamtro m 0.300



-3.2970056957 -0.132 i -0.317

."a !ali"a

0.28274334


0.932 -0.037 i -0.090

182.40


-0.195

a

0.195

2.5

%

xfnal-inicial y


40/56

o

contacto

a"mi!i&l0.5ton/m2

0.389m2

167.6056828617

77.6056828617


41/56

%1

ntrol

1568.391

1573.214

j -4.823

j -0.996

j -3.985

#%2

j -1.127

%


42/56


43/56

1 ton/m3


x1 y1



2.1120000001 i -2.119 j

norma U1-2 3.148 m

vr!or 0.671 i -0.673 j

cau"al m3/! 0.28274334 m3/!

"iamtro m 0.300



2.6837112798 i -2.69260616 j

-0.282743339

n tonla"a! #x1 #y1

-0.759 i 0.761 j

-1.00


n tonla"a! -0.913 i 0.140 j



-0.153


$ur%a "l anclaj !o&r l tu&on tonla"a! 0.913 i -0.140 j


-0.15309893'acia l *+

-8.70433479


a,ua

xfnal-inicial y

V.daentrada

tan

tan


44/56

5.530 ton

2.578

!ulo concrto 0.466

0.5ton/m2 1.6

1.8

!p!or 0.8 n "irccion 81.2956652115

ra " contacto 2.88

-0.202o

#! 2.48




ara " contacto

minima r)uri"a

co"o 4

r!umn

"imn!ion! +!p!or

1.6 1.8 0.8 n "irccion

n "irccion

normal p!o "l"a"o

co$ " $riccion



$ur%a

pr!nt

c


45/56

%1 x1 y1


1583.941 punto fnal 831189.738


-0.979-1.775 i -7.152

norma U13

13.014

-0.311 vr!or -0.136 i -0.550

cau"al m3/! 0.28274334

"iamtro m 0.300



-1.2440119995 -0.546 i -2.198

."a !ali"a

0.28274334


0.352 -0.154 i -0.622

184.02


-0.580

a

0.580

2.5

%

xfnal-inicial y


46/56

o

contacto

a"mi!i&l0.5ton/m2

1.161m2

81.2956652115

-8.7043347885


47/56

%1

ntrol

1573.214

1583.941

j -10.727

j -0.824

j -3.297

#%2

j -0.932

%


48/56


49/56

1 ton/m3


x1 y1



4.1629999999 i -5.163 j

norma U1-2 6.835 m

vr!or 0.609 i -0.755 j

cau"al m3/! 0.28274334 m3/!

"iamtro m 0.300



2.4363094651 i -3.02153874 j

-0.282743339

n tonla"a! #x1 #y1

-0.689 i 0.854 j

-1.24


n tonla"a! 0.070 i 0.093 j



1.330




1.32954798'acia l *

53.0518817


a,ua

xfnal-inicial y

V.daentrada

tan

tan


50/56

0.768 ton

0.358

!ulo concrto 0.466

0.5ton/m2 0.8

1

!p!or 0.4 n "irccion 143.0518817151

ra " contacto 0.8

-0.098o

#! 5.10




ara " contacto

minima r)uri"a

co"o 4

r!umn

"imn!ion! +!p!or

0.8 1 0.4 n "irccion

n "irccion

normal p!o "l"a"o

co$ " $riccion



$ur%a

pr!nt

c


51/56

%1 x1 y1


1584.92 punto fnal 831191.513


-1.6522.112 i -2.119

norma U13

3.148

-0.242 vr!or 0.671 i -0.673

cau"al m3/! 0.28274334

"iamtro m 0.300



-0.9667987596 2.684 i -2.693

."a !ali"a

0.28274334


0.273 0.759 i -0.761

179.00


-0.078

a

0.078

2.5

%

xfnal-inicial y


52/56

o

contacto

a"mi!i&l0.5ton/m2

0.157m2

143.0518817151

53.0518817151


53/56

%1

ntrol

1583.941

1584.92

j -0.979

j -0.311

j -1.244

#%2

j -0.352

%


54/56


55/56

prpn"icular al j "l tu&o

parallo al j "l tu&o

co"o +!p!ormco"o 1 1.1 1.4 0.4

co"o 2 0.8 0.8 0.4

co"o 3 0.8 0.8 0.4

co"o 4 0.8 0.8 0.4

"l &ox culvrt 'acia l nort

co"o 5 1.6 1.6 0.4

co"o 6 1.2 1.4 0.6

co"o 7 1.5 1.5 0.6

co"o 8 1.6 1.8 0.8

co"o 9 0.8 1 0.4

m+:+;+ ;+ ?U@

marallaal j "l

tu&o


56/56

48.14665 -41.85335

127.01219 37.01219

70.28520 -19.71480

87.56101 -2.43899

163.91167 73.91167

175.67329 85.67329

167.60568 77.60568

81.29567 -8.70433

143.05188 53.05188

an,ulo "l jn "irccion

n,ulo "lj n

"irccion

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Fuerzas en Codos Conduccion