Calculo Estructural Conducto Cerrado Djb-1 Final

8/20/2019 Calculo Estructural Conducto Cerrado Djb-1 Final

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DISEÑO ESTRUCTURAL DE CONDUCTO CERRADODREN DJB-1 (PROG. 0+000 AL 1+191.30)

CONSULTOR INGº OSCAR E. SALAZAR JAIME

I.- CARACTERISTICAS GEOMETRICAS

ANCHO DE LOSA B 1-! " 1.00 m I,1-2 = 0.00066667ESPESOR DE LOSA H 1-! " 0.!0 m I,1-3 = 0.00066667

ANCHO MURO B 1-3 " 1.00 m k,1-2 = 0.00055556ESPESOR DEL MURO H 1-3 " 0.!0 m k,1-3 = 0.00055556LUZ DEL CONDUCTO L 1-! " 1.20 m 0.00111111

ALTURA DEL CONDUCTO L 1-3 " 1.20 m d, 1-2 = 0.50d, 1-3 = 0.50

II.- CARGAS SOBRE ESTRUCTURAPESO DE EJE CAMION HL 93 " #P (# $ 3.%3 T&'.) 1#. ! TON CAMION DE DISEÑO SOB* ,* & " 0.!0 m ESPESOR DEL MURO

" 1.00 m ANCHO INTERIOR DEL CONDUCTOH " 1.00 m ALTURA INTERIOR DEL CONDUCTO/ " 0.3 m TIRANTE DE AGUA EN EL CONDUCT

A ) CARGAS ERTICALES SOBRE LOSA SUPERIORA.1.- & * 2 4 56&' " 1#. ! 7&'85 7& /* 5,:6 ;6 6) #.?9 7&'85

A.!.- P* & , &,6& 4 ,, " 0.#@ 7&'85

A.3.- CARGAS ULTIMAS

4 7&7 : " 1.# 4,, + 1.? 4 56&' 33. 0 7&'85

B) CARGAS HORIZONTALES SOBRE PAREDB.1.- PRESION DEL TERRENO

P " P* & * ,* ;6 & /*: 7* *'& 1.90 7&'853

( ) " 30.00 " T ' (# - 8 !) 0.33

P * 6


2/255

M 3-# " -!.?% 7&'-5 M #-3 " !.?% 7


3/255

#P

Wutotal

33. 0 T&'85 (2)

KaPh kaWs/c (3) (4 ) KaWs/c KaPh


4/255

III .- CALCULO DE MOMENTOS POR EL METODO DE CROSS

-3.08 2.64

-0.006 -0.013

0.006 0.003

-0.004 -0.00890.023 0.0115 0.038 0.0769 0.663 0.3315

-1.262 -2.5247 1.480 0.7401

-4.020 4.0202 0.50 0.5000

0.500 1 2 0.500 0.289 0.289

0.771 -2.525

1.480 -0.485

-0.064 0.077

0.663 0.006

-0.084 -0.009

0.023 0.022-0.008 -0.013

0.006 0.004

3.08 -2.63

1.99 -2.47

0.003 0.007

-0.017 -0.006

0.012 0.044

-0.169 -0.004

0.332 0.013

-0.127 0.038

0.740 -0.971

1.541 -1.262

-0.325 -0.3250.500 3 4 0.500

0.500 0.500

-2.758 2.758

1.541 0.771

-0.485 -0.971

-0.127 -0.064

0.006 0.013

-0.169 -0.084

0.022 0.044

-0.017 -0.008

0.004 0.007

-1.98 2.47

TRAMO 1-! TRAMR 6 & 7. " !0.10 !0.10 13.?9R F6,* " 0.3? -0.3? -0.#0R *' 7 5& !0.#? 19.?3 13.39


5/255

I .- CALCULO DE MOMENTOS MA IMOS

M 5 $ (+) " 0.%1 5 M 5 $ (+)" 0. @ 5

TRAMO 1-! TRAMO 3-#$6 " $ " M$ M$

0.00 0.00 -3.08 -1.980.10 0.12 -0.87 -0.540.20 0.24 0.87 0.570.30 0.36 2.12 1.35 0.49 0.59 3.16 1.92 0.51 0.61 3.17 1.91 0.60 0.72 2.97 1.700.70 0.84 2.29 1.150.80 0.96 1.13 0.28 0.90 1.08 -0.51 -0.93 1.00 1.20 -2.64 -2.47

.- CALCULO DEL AREA DE ACEROTRAMO 1-!

$ (5) M (7&'-5) / (5) A ( 5!) A (5 ') U0.00 3.08 0.154 5.54 3.60 5.540.12 0.87 0.154 1.51 3.60 3.600.24 0.87 0.154 1.51 3.60 3.600.36 2.12 0.154 3.75 3.60 3.750.59 3.16 0.154 5.70 3.60 5.700.61 3.17 0.154 5.71 3.60 5.710.72 2.97 0.154 5.34 3.60 5.340.84 2.29 0.154 4.08 3.60 4.080.96 1.13 0.154 1.98 3.60 3.60

1.08 0.51 0.154 0.89 3.60 3.601.20 2.64 0.154 4.71 3.60 4.71


6/255

, 5 ' " 0.001@; " !10 28 5!

" 100 5; " #!00 28 5!F " 0.!0 5 losa superior e inferiorF " 0.!0 5 muros ver i!ales

" # 5Q " 18!Q " 1.!? 5

Q8! " 0.%# 5/ " 1 .3% 5 "# $%&' &()#*I%*/ " 1 .3% !m "# +(*% #* I '$

TRAMO 3-#$ (5) M (7&'-5) / (5) A ( 5!) A (5 ')

0.00 -1.9@ 0.1 # 3. 1 3.%0.1! -0. # 0.1 # 0.9# 3.%0.!# 0. ? 0.1 # 0.99 3.%00.3% 1.3 0.1 # !.3% 3.%

0. 9 1.9! 0.1 # 3.39 3.%0.%1 1.91 0.1 # 3.3? 3.%0.?! 1.?0 0.1 # !.99 3.%00.@# 1.1 0.1 # !.0! 3.%0.9% 0.!@ 0.1 # 0.#@ 31.0@ -0.93 0.1 # 1.%! 3.%1.!0 -!.#? 0.1 # #.39 3.%0

TRAMO 3-4

0.00 0.12 0.24 0.36 0.59 0.61 0.72 0.84 0.96 1.08 1.20

-3.00

-2.00

-1.00

0.00

1.00

2.00

3.00

DIAGRAMA DE M° FLECTOR

LONGITUD(m)

M ° T o n - m


7/255

TRAMO 1-3

M 1 ! L $!0.00 -3.0@ 1.@1 1.#9 1.!0 0.000.1! -!.93 1.@1 1.#9 1.!0 0.010.!# -!.@0 1.@1 1.#9 1.!0 0.0%0.3% -!.?1 1.@1 1.#9 1.!0 0.13

0.#@ -!.% 1.@1 1.#9 1.!0 0.!30.%0 -!.%! 1.@1 1.#9 1.!0 0.3%0.?! -!.%3 1.@1 1.#9 1.!0 0. !0.@# -!.%@ 1.@1 1.#9 1.!0 0.?10.9% -!.?? 1.@1 1.#9 1.!0 0.9!1.0@ -!.90 1.@1 1.#9 1.!0 1.1?1.!0 -3.0@ 1.@1 1.#9 1.!0 1.##

TRAMO 1-3

0.00 0.12 0.24 0.36 0.48 0.60 0.72 0.84 0.96 1.08 1.20

-3.20

-3.10

-3.00

-2.90

-2.80

-2.70

-2.60

-2.50

-2.40

-2.30


LONGITUD(m )

M ° T o n - m


8/255


9/255


10/255


11/255


12/255

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.858060.8

58060.8

58060.8

58060.8


13/255

a = 444.71

b = 58060.8 cm

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

a = 444.71b = 58060.8 cm


14/255

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

a = 444.71b = 58060.8 cm


15/255


16/255


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DISEÑO ESTRUCTURAL DE CONDUCTO CERRADODREN DJB-1.1 (PROG. 0+000 AL 0+!%0)

DREN DJB-1.1 (PROG. 0+!%0 AL 0+?1!.0@)CONSULTOR INGº OSCAR E. SALAZAR JAIME





II.- CARGAS SOBRE ESTRUCTURAPESO DE EJE CAMION HL 93 " #P (# $ 3.%3 T&'.) 1#. ! TON CAMION DE DISEÑO SOBREC* ,* & " 0.!0 m ESPESOR DEL MURO

" 1.00 m ANCHO INTERIOR DEL CONDUCTOH " 0.@0 m ALTURA INTERIOR DEL CONDUCTO/ " 0.3 m TIRANTE DE AGUA EN EL CONDUCTO


A.!.- P* & , &,6& 4 ,, " 0.#@ 7&'85


4 7&7 : " 1.# 4,, + 1.? 4 56&' 33. 0 7&'85


P " P* & * ,* ;6 & /*: 7* *'& 1.90 7&'853

( ) " 30.00 " T ' (# - 8 !) 0.33

P * 6


23/255

P * 6


24/255

#P

Wutotal

33. 0 T&'85 (2)



-3.14 2.85

-0.006 -0.011

0.006 0.003

-0.004 -0.0079

0.019 0.0094 0.052 0.1034 0.556 0.2781

-1.114 -2.2276

1.374 0.6868 -4.020 4.0202 0.45 0.4545

0.545 1 2 0.545 0.194 0.194

0.804 -2.673

1.648 -0.506

-0.110 0.124

0.667 0.008

-0.093 -0.009

0.022 0.022

-0.008 -0.014

0.007 0.004

3.13 -2.85

2.14 -2.44


25/255

0.003 0.007 -0.016 -0.007

0.011 0.045 -0.186 -0.005

0.334 0.016 -0.220 0.062

0.824 -1.011

1.609 -1.337

-0.215 -0.215

0.545 3 4 0.5450.455 0.455

-2.735 2.735

1.341 0.670

-0.421 -0.843

-0.183 -0.092

0.007 0.013

-0.155 -0.077

0.019 0.037

-0.014 -0.007

0.003 0.006

-2.14 2.44

TRAMO 1-! TRAMO 3-#R 6 & 7. " !0.10 !0.10 13.%?R F6,* " 0.!# -0.!# -0.!R *' 7 5& !0.3# 19.@% 13.#!


M 5 $ (+) " 0.%1 5 M 5 $ (+)" 0. 9

TRAMO 1-! TRAMO 3-#$6 " $ " M$ M$

0.00 0.00 -3.14 -2.140.10 0.12 -0.94 -0.69

0.20 0.24 0.78 0.430.30 0.36 2.01 1.22 0.49 0.59 3.03 1.81 0.51 0.61 3.03 1.81 0.60 0.72 2.82 1.620.70 0.84 2.13 1.090.80 0.96 0.95 0.24 0.90 1.08 -0.71 -0.94 1.00 1.20 -2.85 -2.44


26/255


$ (5) M (7&'-5) / (5) A ( 5!) A (5 ') U0.00 3.14 0.154 5.65 3.60 5.65

0.12 0.94 0.154 1.64 3.60 3.60

0.24 0.78 0.154 1.35 3.60 3.60

0.36 2.01 0.154 3.56 3.60 3.600.59 3.03 0.154 5.44 3.60 5.44

0.61 3.03 0.154 5.46 3.60 5.46

0.72 2.82 0.154 5.06 3.60 5.06

0.84 2.13 0.154 3.77 3.60 3.77

0.96 0.95 0.154 1.66 3.60 3.60

1.08 0.71 0.154 1.24 3.60 3.60

1.20 2.85 0.154 5.12 3.60 5.12

, 5 ' " 0.001@; " !10 28 5!


" # 5Q " 18!Q " 1.!? 5

Q8! " 0.%# 5/ " 1 .3% 5 "# $%&' &()#*I%*/ " 1 .3% !m "# +(*% #* I '$

TRAMO 3-#$ (5) M (7&'-5) / (5) A ( 5!) A (5 ') U

0.00 -!.1# 0.1 # 3.?9 3.%0 3.?9 0.1! -0.%9 0.1 # 1.!0 3.%0 3.%

0.!# 0.#3 0.1 # 0.?# 3.%0 3.%0 0.3% 1.!! 0.1 # !.13 3.%0 3.% 0. 9 1.@1 0.1 # 3.!0 3.%0 3.% 0.%1 1.@1 0.1 # 3.19 3.%0 3. 0.?! 1.%! 0.1 # !.@ 3.%0 3.% 0.@# 1.09 0.1 # 1.91 3.%0 3.% 0.9% 0.!# 0.1 # 0.#! 3.%0 3.% 1.0@ -0.9# 0.1 # 1.%3 3.%0 3 1.!0 -!.## 0.1 # #.3 3.%0 #.3


27/255

TRAMO 3-4

TRAMO 1-3

M 1 ! L $! $30.00 -3.1# 1.@1 1.!@ 1.00 0.000.10 -3.0# 1.@1 1.!@ 1.00 0.010.!0 -!.9 1.@1 1.!@ 1.00 0.0#0.30 -!.@9 1.@1 1.!@ 1.00 0.090.#0 -!.@ 1.@1 1.!@ 1.00 0.1%0. 0 -!.@3 1.@1 1.!@ 1.00 0.!0.%0 -!.@# 1.@1 1.!@ 1.00 0.3%0.?0 -!.@? 1.@1 1.!@ 1.00 0.#90.@0 -!.93 1.@1 1.!@ 1.00 0.%#0.90 -3.0! 1.@1 1.!@ 1.00 0.@1

1.00 -3.1# 1.@1 1.!@ 1.00 1.00

0.00 0.12 0.24 0.36 0.59 0.61 0.72 0.84 0.96 1.08 1.20

-3.00

-2.00

-1.00

0.00

1.00

2.00

3.00


LONGITUD(m)

M ° T o n - m


28/255

TRAMO 1-3

0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.8

-3.20

-3.10

-3.00

-2.90

-2.80

-2.70

-2.60


LONGITUD(m )

M ° T o n - m


29/255


30/255


31/255


32/255


33/255

58060.8

58060.8

58060.858060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

a = 444.71

b = 58060.8 cm

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8


34/255

a = 444.71b = 58060.8 cm

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.858060.8

58060.8


35/255

a = 444.71b = 58060.8 cm


36/255


37/255


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DISEÑO ESTRUCTURAL DE CONDUCTO CERRADODREN DJB-1.1 (PROG. !+%0?.%@ AL !+9!0)

DREN DJB-1.! (PROG. [email protected] AL !+!93.99)CONSULTOR INGº OSCAR E. SALAZAR JAIME





II.- CARGAS SOBRE ESTRUCTURAPESO DE EJE CAMION HL 93 " #P (# $ 3.%3 T&'.) 1#. ! TON CAMION DE DISEÑO SOBRE* ,* & " 0.!0 m ESPESOR DEL MURO

" 1.@0 m ANCHO INTERIOR DEL CONDUCTOH " 1. % m ALTURA INTERIOR DEL CONDUCTO/ " 0.@ m TIRANTE DE AGUA EN EL CONDUCTO

A ) CARGAS ERTICALES SOBRE LOSA SUPERIORA.1.- & * 2 4 56&' " @.0? 7&'85 7& /* 5,:6 ;6 6) !.%% 7&'85

A.!.- P* & , &,6& 4 ,, " 0.#@ 7&'85


4 7&7 : " 1.# 4,, + 1.? 4 56&' [email protected] 7&'85


P " P* & * ,* ;6 & /*: 7* *'& 1.90 7&'853

( ) " 30.00 " T ' (# - 8 !) 0.33

P * 6


44/255

C.!.- CARGAS ULTIMAS

P * 6


45/255

#P

Wutotal

[email protected] T&'85 (2)



-5.21 4.19

-0.008 -0.016

0.005 0.002

0.000 -0.0002

0.018 0.0091 0.097 0.1936 0.912 0.4561

-1.861 -3.7217 1.928 0.9639

-6.304 6.3036 0.47 0.4681

0.532 1 2 0.5320.683 0.683

1.502 -4.229

2.191 -0.870

-0.088 0.220

1.037 -0.009

-0.136 0.000

0.021 0.032

-0.010 -0.018

0.005 0.005

5.20 -4.19

3.37 -4.49

0.003 0.010-0.020 -0.009

0.010 0.064

-0.272 0.000

0.518 -0.017


46/255

-0.176 0.110 1.095 -1.739

3.003 -2.115

-0.791 -0.791

0.532 3 4 0.532

0.468 0.468-4.855 4.855

2.643 1.321

-0.765 -1.531

-0.154 -0.077

-0.008 -0.015

-0.239 -0.119

0.028 0.056

-0.018 -0.009

0.004 0.008

-3.36 4.49

TRAMO 1-! TRAMO 3-#R 6 & 7. " [email protected] [email protected] 1#. %R F6,* " 0. 1 -0. 1 -0. %R *' 7 5& 19.#! 1@.#0 1#.00


M 5 $ (+) " 1.03 5 M 5 $ (+)" 0.9%

TRAMO 1-! TRAMO 3-#$6 " $ " M$ M$

0.00 0.00 -5.21 -3.360.10 0.20 -1.71 -0.860.20 0.40 1.04 1.070.30 0.60 3.04 2.42 0.49 0.98 4.74 3.36 0.51 1.02 4.76 3.34 0.60 1.20 4.48 2.950.70 1.40 3.45 1.970.80 1.60 1.66 0.40 0.90 1.80 -0.89 -1.75 1.00 2.00 -4.19 -4.49


47/255


$ (5) M (7&'-5) / (5) A ( 5!) A (5 ') U0.00 5.21 0.152 9.81 3.60 9.810.20 1.71 0.152 3.04 3.60 3.60

0.40 1.04 0.152 1.84 3.60 3.600.60 3.04 0.152 5.52 3.60 5.52

0.98 4.74 0.152 8.85 3.60 8.851.02 4.76 0.152 8.89 3.60 8.89

1.20 4.48 0.152 8.32 3.60 8.321.40 3.45 0.152 6.30 3.60 6.30

1.60 1.66 0.152 2.95 3.60 3.60

1.80 0.89 0.152 1.57 3.60 3.60

2.00 4.19 0.152 7.75 3.60 7.75

, 5 ' " 0.001@; " !10 28 5!

" 100 5

; " #!00 28 5!F " 0.!0 5 losa superior e inferiorF " 0.!0 5 muros ver i!ales

" # 5Q " 8@Q " 1. 9 5

Q8! " 0.?9 5/ " 1 .!1 5 "# $%&' &()#*I%*/ " 1 .!1 !m "# +(*% #* I '$

TRAMO 3-#$ (5) M (7&'-5) / (5) A ( 5!) A (5 ') U

0.00 -3.3% 0.1 ! %.1# 3.%00.!0 -0.@% 0.1 ! 1. 0 3.%00.#0 1.0? 0.1 ! 1.@9 3.%0 30.%0 !.#! 0.1 ! #.3 3.%0 #0.9@ 3.3% 0.1 ! %.1# 3.%01.0! 3.3# 0.1 ! %.10 3.%0 %1.!0 !.9 0.1 ! .3% 3.%01.#0 1.9? 0.1 ! 3. 1 3.%0 31.%0 0.#0 0.1 ! 0.%9 3.%01.@0 -1.? 0.1 ! 3.13 3.%0!.00 -#.#9 0.1 ! @.3 3.%0 @


48/255

TRAMO 3-4

TRAMO 1-3

M 1 ! L $!0.00 - .!1 1.@1 !.09 1.?% 0.000.1@ -#.@ 1.@1 !.09 1.?% 0.030.3 -#. % 1.@1 !.09 1.?% 0.1!0. 3 -#.33 1.@1 !.09 1.?% 0.!@

0.?0 -#.1@ 1.@1 !.09 1.?% 0. 00.@@ -#.11 1.@1 !.09 1.?% 0.??1.0% -#.1! 1.@1 !.09 1.?% 1.1!1.!3 -#.!# 1.@1 !.09 1.?% 1. !1.#1 -#.# 1.@1 !.09 1.?% 1.9@1. @ -#.?@ 1.@1 !.09 1.?% !. 11.?% - .!1 1.@1 !.09 1.?% 3.10

0.00 0.20 0.40 0.60 0.98 1.02 1 .20 1.4 0 1.60 1.80 2.00

-5.00

-4.00

-3.00

-2.00

-1.00

0.00

1.00

2.00

3.00

4.00


LONGITUD(m)

M ° T o n - m


49/255

TRAMO 1-3

0.00 0.18 0.35 0.53 0.70 0.88 1.06 1.23 1

-6.00

-5.00

-4.00

-3.00

-2.00

-1.00

0.00


LONGITUD(m)

M ° T o n - m


50/255


51/255


52/255


53/255


54/255

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

a = 444.71

b = 57493.8 cm

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8


55/255

a = 444.71b = 57493.8 cm

57493.8

57493.8

57493.857493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8


56/255

a = 444.71b = 57493.8 cm


57/255


58/255


59/255


60/255


61/255


62/255


63/255


64/255


65/255

P * 6


66/255

#P

Wutotal

11.9 T&'85 (2)



-9.59 8.35

-0.004 -0.008

-0.013 -0.007

0.030 0.0600

-0.041 -0.0205 0.338 0.6754 0.994 0.4969

-2.448 -4.8968

2.400 1.2000 -10.846 10.8458 0.38 0.3774

0.623 1 2 0.623 0.931 0.931

3.555 -8.080

3.960 -2.287

-0.185 1.114

1.640 -0.139

-0.229 0.099

-0.068 0.028

0.005 -0.013

-0.022 0.001

9.59 -8.35

7.95 -9.33


67/255

-0.011 0.002 0.011 -0.007

-0.034 0.056 -0.458 0.050

0.820 -0.277 -0.370 0.557

1.980 -4.573

7.110 -4.040

-1.094 -1.094

0.623 3 4 0.6230.377 0.377

-10.325 10.325

4.309 2.155

-1.386 -2.772

-0.224 -0.112

-0.084 -0.168

-0.278 -0.139

0.017 0.034

0.006 0.003

0.001 0.001

-7.96 9.33

TRAMO 1-! TRAMO 3-#R 6 & 7. " 19.?! 19.?! 1@.??R F6,* " 0.3@ -0.3@ -0.#1R *' 7 5& !0.10 19.3# [email protected]%


M 5 $ (+) " 1.%@ 5 M 5 $ (+)" 1.%1

TRAMO 1-! TRAMO 3-#$6 " $ " M$ M$

0.00 0.00 -9.59 -7.960.10 0.33 -3.61 -2.520.20 0.66 1.07 1.680.30 0.99 4.45 4.64 0.49 1.62 7.28 6.85 0.51 1.68 7.31 6.82 0.60 1.98 6.77 6.090.70 2.31 4.95 4.090.80 2.64 1.82 0.86 0.90 2.97 -2.61 -3.62 1.00 3.30 -8.35 -9.33


68/255


$ (5) M (7&'-5) / (5) A ( 5!) A (5 ') U0.00 9.59 0.252 10.59 5.40 10.59

0.33 3.61 0.252 3.86 5.40 5.40

0.66 1.07 0.252 1.13 5.40 5.40

0.99 4.45 0.252 4.77 5.40 5.40

1.62 7.28 0.252 7.93 5.40 7.931.68 7.31 0.252 7.96 5.40 7.96

1.98 6.77 0.252 7.36 5.40 7.36

2.31 4.95 0.252 5.32 5.40 5.40

2.64 1.82 0.252 1.92 5.40 5.40

2.97 2.61 0.252 2.78 5.40 5.40

3.30 8.35 0.252 9.15 5.40 9.15

, 5 ' " 0.001@; " !10 28 5!

" 100 5; " #!00 28 5!F " 0.30 5 losa superior e inferiorF " 0.30 5 muros ver i!ales

" # 5Q " 8@Q " 1. 9 5

Q8! " 0.?9 5/ " ! .!1 5 "# $%&' &()#*I%*/ " ! .!1 !m "# +(*% #* I '$

TRAMO 3-#$ (5) M (7&'-5) / (5) A ( 5!) A (5 ') U

0.00 -?.9% 0.! ! @.?1 .#0 @.? 0.33 -!. ! 0.! ! !.%@ .#0 .#0 0.%% 1.%@ 0.! ! 1.?? .#0

0.99 #.%# 0.! ! #.9@ .#0 .# 1.%! %.@ 0.! ! ?.# .#0 ?.# 1.%@ %.@! 0.! ! ?.#! .#0 ?.# 1.9@ %.09 0.! ! %. 9 .#0 % !.31 #.09 0.! ! #.3@ .#0 .#0 !.%# 0.@% 0.! ! 0.90 .#0 .# !.9? -3.%! 0.! ! 3.@% .#0 .# 3.30 -9.33 0.! ! 10.!@ .#0 10.!@


69/255

TRAMO 3-4

TRAMO 1-3M 1 ! L $! $

0.00 -9. 9 1.@1 !.# !.00 0.000.!0 -9.10 1.@1 !.# !.00 0.0#0.#0 -@.?0 1.@1 !.# !.00 0.1%0.%0 [email protected]@ 1.@1 !.# !.00 0.3%0.@0 [email protected]? 1.@1 !.# !.00 0.%#1.00 [email protected]? 1.@1 !.# !.00 1.001.!0 [email protected] 1.@1 !.# !.00 1.##1.#0 -@.! 1.@1 !.# !.00 1.9%1.%0 -@. # 1.@1 !.# !.00 !. %1.@0 [email protected] 1.@1 !.# !.00 3.!#

!.00 -9. 9 1.@1 !.# !.00 #.00

0.00 0.33 0.66 0.99 1.62 1.68 1.98 2.31 2.64 2.97 3.30

-12.00

-10.00

-8.00

-6.00

-4.00

-2.00

0.00

2.00

4.00

6.00

8.00


LONGITUD(m)

M ° T o n - m


70/255

TRAMO 1-3

0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.6

-10.00

-9.50

-9.00

-8.50

-8.00

-7.50

-7.00


LONGITUD(m )

M ° T o n - m


71/255


72/255


73/255


74/255


75/255

95293.8

95293.8

95293.8

95293.895293.8

95293.8

95293.8

95293.8

95293.8

95293.8

95293.8

a = 444.71

b = 95293.8 cm

95293.8

95293.8

95293.8

95293.8

95293.8

95293.8

95293.8

95293.8

95293.8

95293.8

95293.8


76/255

a = 444.71b = 95293.8 cm

95293.8

95293.8

95293.8

95293.8

95293.8

95293.8

95293.8

95293.8

95293.895293.8

95293.8


77/255

a = 444.71b = 95293.8 cm


78/255


79/255


80/255


81/255


82/255


83/255


84/255


85/255

DISEÑO ESTRUCTURAL DE CONDUCTO CERRADODREN DJB-1.1.#.1 (PROG. 1+100 AL 1+@9 )







" 1.00 m ANCHO INTERIOR DEL CONDUCTOH " 1.!0 m ALTURA INTERIOR DEL CONDUCTO/ " 0. ! m TIRANTE DE AGUA EN EL CONDUCTO


A.!.- P* & , &,6& 4 ,, " 0.#@ 7&'85


4 7&7 : " 1.# 4,, + 1.? 4 56&' 33. 0 7&'85


P " P* & * ,* ;6 & /*: 7* *'& 1.90 7&'853

( ) " 30.00 " T ' (# - 8 !) 0.33

P * 6


86/255

P * 6


87/255


P * 6


88/255


89/255

#P

Wutotal

33. 0 T&'85 (2)



-3.06 2.41

-0.007 -0.014

0.007 0.004

-0.005 -0.0095

0.029 0.0147 0.022 0.0439 0.768 0.3840

-1.399 -2.7986 1.540 0.7699

-4.020 4.0202 0.54 0.5385

0.462 1 2 0.462 0.407 0.4070.753 -2.399

1.320 -0.466

-0.027 0.038

0.658 0.003

-0.077 -0.008

0.025 0.022

-0.009 -0.012

0.006 0.004

3.06 -2.41

1.82 -2.53

0.003 0.007

-0.017 -0.0060.013 0.043


90/255

-0.153 -0.004 0.329 0.006

-0.054 0.019 0.660 -0.931

1.507 -1.199

-0.463 -0.463

0.462 3 4 0.4620.538 0.538

-2.801 2.801

1.758 0.879-0.543 -1.086

-0.063 -0.031

0.003 0.007

-0.179 -0.090

0.025 0.050

-0.020 -0.010

0.004 0.009

-1.82 2.53

TRAMO 1-! TRAMO 3-#R 6 & 7. " !0.10 !0.10 1#.01R F6,* " 0. # -0. # -0. 9R *' 7 5& !0.%# 19. % 13.#1


M 5 $ (+) " 0.%! 5 M 5 $ (+)" 0. ? 5

TRAMO 1-! TRAMO 3-#$6 " $ " M$ M$

0.00 0.00 -3.06 -1.820.10 0.12 -0.83 -0.370.20 0.24 0.92 0.730.30 0.36 2.20 1.50

0.49 0.59 3.28 2.04 0.51 0.61 3.29 2.02 0.60 0.72 3.11 1.790.70 0.84 2.46 1.210.80 0.96 1.31 0.30 0.90 1.08 -0.31 -0.94 1.00 1.20 -2.41 -2.53


91/255


$ (5) M (7&'-5) / (5) A ( 5!) A (5 ') U0.00 3.06 0.154 5.51 3.60 5.51

0.12 0.83 0.154 1.44 3.60 3.60

0.24 0.92 0.154 1.61 3.60 3.60

0.36 2.20 0.154 3.90 3.60 3.90

0.59 3.28 0.154 5.92 3.60 5.920.61 3.29 0.154 5.95 3.60 5.95

0.72 3.11 0.154 5.60 3.60 5.60

0.84 2.46 0.154 4.38 3.60 4.38

0.96 1.31 0.154 2.31 3.60 3.60

1.08 0.31 0.154 0.53 3.60 3.60

1.20 2.41 0.154 4.30 3.60 4.30

, 5 ' " 0.001@; " !10 28 5!


" # 5Q " 18!Q " 1.!? 5

Q8! " 0.%# 5/ " 1 .3% 5 "# $%&' &()#*I%*/ " 1 .3% !m "# +(*% #* I '$

TRAMO 3-#$ (5) M (7&'-5) / (5) A ( 5!) A (5 ') U

0.00 -1.@! 0.1 # 3.!1 3.%0 3.% 0.1! -0.3? 0.1 # 0.% 3.%0 3.% 0.!# 0.?3 0.1 # 1.!? 3.%0 3.%0

0.3% 1. 0 0.1 # !.%# 3.%0 3.% 0. 9 !.0# 0.1 # 3.%0 3.%0 3.% 0.%1 !.0! 0.1 # 3. @ 3.%0 3.% 0.?! 1.?9 0.1 # 3.1% 3.%0 3.% 0.@# 1.!1 0.1 # !.13 3.%0 3.% 0.9% 0.30 0.1 # 0. ! 3.%0 3.% 1.0@ -0.9# 0.1 # 1.% 3.%0 3 1.!0 -!. 3 0.1 # #. 1 3.%0 #. 1


92/255

TRAMO 3-4

TRAMO 1-3

M 1 ! L $! $30.00 -3.0% 1.@1 1.?1 1.#0 0.000.1# -!.@ 1.@1 1.?1 1.#0 0.0!0.!@ -!.%? 1.@1 1.?1 1.#0 0.0@0.#! -!. # 1.@1 1.?1 1.#0 0.1@0. % -!.# 1.@1 1.?1 1.#0 0.310.?0 -!.#1 1.@1 1.?1 1.#0 0.#90.@# -!.#! 1.@1 1.?1 1.#0 0.?10.9@ -!.#9 1.@1 1.?1 1.#0 0.9%1.1! -!.%! 1.@1 1.?1 1.#0 1.!1.!% -!.@1 1.@1 1.?1 1.#0 1. 9

1.#0 -3.0% 1.@1 1.?1 1.#0 1.9%

0.00 0.12 0.24 0.36 0.59 0.61 0.72 0.84 0.96 1.08 1.20

-3.00

-2.00

-1.00

0.00

1.00

2.00

3.00


LONGITUD(m)

M ° T o n - m


93/255

TRAMO 1-3

0.00 0.14 0.28 0.42 0.56 0.70 0.84 0.98 1.1

-3.50

-3.00

-2.50

-2.00

-1.50

-1.00

-0.50

0.00


LONGITUD(m )

M ° T o n - m


94/255


95/255


96/255


97/255


98/255


99/255


100/255

58060.8

58060.8

58060.8

58060.858060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

a = 444.71

b = 58060.8 cm

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8


101/255

a = 444.71b = 58060.8 cm

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.858060.8

58060.8


102/255

a = 444.71b = 58060.8 cm


103/255


104/255


105/255


106/255


107/255


108/255


109/255


110/255


111/255


112/255

DISEÑO ESTRUCTURAL DE CONDUCTO CERRADODREN DJB-1.1.# (PROG. 0+000 AL 1+!90.#0)







" 1.!0 m ANCHO INTERIOR DEL CONDUCTOH " 1.00 m ALTURA INTERIOR DEL CONDUCTO/ " 0.?! m TIRANTE DE AGUA EN EL CONDUCTO

A ) CARGAS ERTICALES SOBRE LOSA SUPERIORA.1.- & * 2 4 56&' " 1!.10 7&'85 7& /* 5,:6 ;6 6) 3.99 7&'85

A.!.- P* & , &,6& 4 ,, " 0.#@ 7&'85


4 7&7 : " 1.# 4,, + 1.? 4 56&' [email protected] 7&'85


P " P* & * ,* ;6 & /*: 7* *'& 1.90 7&'853

( ) " 30.00 " T ' (# - 8 !) 0.33

P * 6


113/255

P * 6


114/255


P * 6


115/255

#P

[email protected] T&'85 (2)



-3.62 3.19

-0.006 -0.013

0.005 0.003

-0.003 -0.0058

0.018 0.0089 0.064 0.1276 0.648 0.3238

-1.300 -2.6009 1.536 0.7679

-4.578 4.5782

0.46 0.4615 0.538 1 2 0.538 0.289 0.289

0.962 -3.034

1.792 -0.600

-0.103 0.149

0.756 0.004

-0.103 -0.007

0.021 0.025

-0.008 -0.015

0.006 0.004

3.61 -3.19

2.46 -2.91

0.003 0.008-0.017 -0.007


116/255

0.010 0.049 -0.205 -0.003

0.378 0.007 -0.205 0.074

0.896 -1.200

1.923 -1.517

-0.325 -0.325

0.538 3 4 0.5380.462 0.462

-3.247 3.2471.649 0.824

-0.514 -1.029

-0.176 -0.088

0.003 0.006

-0.176 -0.088

0.021 0.042

-0.015 -0.007

0.003 0.007

-2.45 2.91

TRAMO 1-! TRAMO 3-#R 6 & 7. " 19.%! 19.%! 13.9!R F6,* " 0.31 -0.31 -0.33R *' 7 5& 19.93 19.3! 13. 9


M 5 $ (+) " 0.?1 5 M 5 $ (+)" 0.%@

TRAMO 1-! TRAMO 3-#$6 " $ " M$ M$

0.00 0.00 -3.62 -2.450.10 0.14 -1.10 -0.740.20 0.28 0.86 0.57

0.30 0.42 2.28 1.50 0.49 0.69 3.46 2.19 0.51 0.71 3.47 2.18 0.60 0.84 3.23 1.950.70 0.98 2.45 1.320.80 1.12 1.12 0.30 0.90 1.26 -0.76 -1.11 1.00 1.40 -3.19 -2.91


117/255


$ (5) M (7&'-5) / (5) A ( 5!) A (5 ') U0.00 3.62 0.154 6.56 3.60 6.56

0.14 1.10 0.154 1.93 3.60 3.60

0.28 0.86 0.154 1.50 3.60 3.60

0.42 2.28 0.154 4.05 3.60 4.050.69 3.46 0.154 6.25 3.60 6.25

0.71 3.47 0.154 6.27 3.60 6.27

0.84 3.23 0.154 5.83 3.60 5.83

0.98 2.45 0.154 4.37 3.60 4.37

1.12 1.12 0.154 1.96 3.60 3.60

1.26 0.76 0.154 1.32 3.60 3.60

1.40 3.19 0.154 5.75 3.60 5.75

, 5 ' " 0.001@; " !10 28 5!


" # 5Q " 18!Q " 1.!? 5

Q8! " 0.%# 5/ " 1 .3% 5 "# $%&' &()#*I%*/ " 1 .3% !m "# +(*% #* I '$

TRAMO 3-#$ (5) M (7&'-5) / (5) A ( 5!) A (5 ') U

0.00 -!.# 0.1 # #.3? 3.%0 #.3? 0.1# -0.?# 0.1 # 1.30 3.%0 3.%

0.!@ 0. ? 0.1 # 0.99 3.%0 3.% 0.#! 1. 0 0.1 # !.%# 3.%0 3.% 0.%9 !.19 0.1 # 3.@9 3.%0 3. 0.?1 !.1@ 0.1 # 3.@? 3.%0 3.@ 0.@# 1.9 0.1 # 3.## 3.%0 3.% 0.9@ 1.3! 0.1 # !.31 3.%0 3.% 1.1! 0.30 0.1 # 0. 1 3.%0 3.% 1.!% -1.11 0.1 # 1.9 3.%0 3.% 1.#0 -!.91 0.1 # .!3 3.%0 .!3


118/255

TRAMO 3-4

TRAMO 1-3M 1 ! L $! $

0.00 -3.%! 1.@1 1.#9 1.!0 0.000.1! -3.#% 1.@1 1.#9 1.!0 0.010.!# -3.3# 1.@1 1.#9 1.!0 0.0%0.3% -3.! 1.@1 1.#9 1.!0 0.130.#@ -3.1@ 1.@1 1.#9 1.!0 0.!30.%0 -3.1% 1.@1 1.#9 1.!0 0.3%0.?! -3.1? 1.@1 1.#9 1.!0 0. !0.@# -3.!! 1.@1 1.#9 1.!0 0.?10.9% -3.31 1.@1 1.#9 1.!0 0.9!1.0@ -3.## 1.@1 1.#9 1.!0 1.1?

1.!0 -3.%! 1.@1 1.#9 1.!0 1.##

0.00 0.14 0.28 0.42 0.69 0.71 0.84 0.98 1.12 1.26 1.40

-4.00

-3.00

-2.00

-1.00

0.00

1.00

2.00

3.00


LONGITUD(m)

M ° T o n - m


119/255

TRAMO 1-3

0.00 0.12 0.24 0.36 0.48 0.60 0.72 0.84 0.9

-3.70

-3.60

-3.50

-3.40

-3.30

-3.20

-3.10

-3.00

-2.90


LONGITUD(m )

M ° T o n - m


120/255


121/255


122/255


123/255


124/255


125/255

58060.8

58060.8

58060.858060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

a = 444.71

b = 58060.8 cm

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8


126/255

a = 444.71b = 58060.8 cm

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.8

58060.858060.8

58060.8


127/255

a = 444.71b = 58060.8 cm


128/255


129/255


130/255


131/255


132/255


133/255


134/255


135/255


136/255

DISEÑO ESTRUCTURAL DE CONDUCTO CERRADODREN DJB-1.1.# (PROG. 1+!90.#0 AL 1+##@.@%)







" 1. 0 m ANCHO INTERIOR DEL CONDUCTOH " 1.30 m ALTURA INTERIOR DEL CONDUCTO/ " 0.9% m TIRANTE DE AGUA EN EL CONDUCTO

A ) CARGAS ERTICALES SOBRE LOSA SUPERIORA.1.- & * 2 4 56&' " 9.%@ 7&'85 7& /* 5,:6 ;6 6) 3.19 7&'85

A.!.- P* & , &,6& 4 ,, " 0.#@ 7&'85


4 7&7 : " 1.# 4,, + 1.? 4 56&' !!. % 7&'85


P " P* & * ,* ;6 & /*: 7* *'& 1.90 7&'853

( ) " 30.00 " T ' (# - 8 !) 0.33

P * 6


137/255

P * 6


138/255

#P

Wutotal

!!. % T&'85 (2)



-4.39 3.68

-0.007 -0.014

0.005 0.002

-0.001 -0.0021

0.017 0.0083 0.082 0.1640 0.787 0.3935

-1.590 -3.1797

1.750 0.8750 -5.433 5.4328 0.47 0.4688

0.531 1 2 0.531 0.476 0.476

1.224 -3.604

1.983 -0.743

-0.089 0.186

0.892 -0.004

-0.118 -0.002

0.019 0.028

-0.009 -0.016

0.005 0.004

4.38 -3.68

2.92 -3.69


139/255

0.003 0.009 -0.018 -0.008

0.009 0.056 -0.235 -0.001

0.446 -0.008 -0.178 0.093

0.992 -1.487

2.448 -1.802

-0.544 -0.544

0.531 3 4 0.5310.469 0.469

-4.064 4.064

2.160 1.080

-0.656 -1.312

-0.157 -0.079

-0.003 -0.007

-0.207 -0.104

0.025 0.049

-0.016 -0.008

0.004 0.008

-2.92 3.69

TRAMO 1-! TRAMO 3-#R 6 & 7. " 19.1? 19.1? 1#.3R F6,* " 0.#! -0.#! -0.#%R *' 7 5& 19. 9 1@.?% 13.@9


M 5 $ (+) " 0.@? 5 M 5 $ (+)" 0.@!

TRAMO 1-! TRAMO 3-#$6 " $ " M$ M$

0.00 0.00 -4.39 -2.920.10 0.17 -1.39 -0.800.20 0.34 0.97 0.830.30 0.51 2.67 1.97 0.49 0.83 4.10 2.80 0.51 0.87 4.12 2.78 0.60 1.02 3.86 2.470.70 1.19 2.95 1.660.80 1.36 1.39 0.36 0.90 1.53 -0.82 -1.42 1.00 1.70 -3.68 -3.69


140/255


141/255

TRAMO 3-4

TRAMO 1-3M 1 ! L $! $

0.00 -#.39 1.@1 1.@1 1. 0 0.000.1 -#.1# 1.@1 1.@1 1. 0 0.0!0.30 -3.93 1.@1 1.@1 1. 0 0.090.# -3.?@ 1.@1 1.@1 1. 0 0.!00.%0 -3.%? 1.@1 1.@1 1. 0 0.3%0.? -3.%3 1.@1 1.@1 1. 0 0. %0.90 -3.%# 1.@1 1.@1 1. 0 [email protected] -3.?! 1.@1 1.@1 1. 0 1.101.!0 -3.@? 1.@1 1.@1 1. 0 1.##1.3 -#.09 1.@1 1.@1 1. 0 1.@!

1. 0 -#.39 1.@1 1.@1 1. 0 !.!

0.00 0.17 0.34 0.51 0.83 0.87 1.02 1.19 1.36 1.53 1.70

-5.00

-4.00

-3.00

-2.00

-1.00

0.00

1.00

2.00

3.00

4.00


LONGITUD(m)

M ° T o n - m


142/255

TRAMO 1-3

0.00 0.15 0.30 0.45 0.60 0.75 0.90 1.05 1.

-5.00

-4.50

-4.00

-3.50

-3.00

-2.50

-2.00

-1.50

-1.00

-0.50

0.00


LONGITUD(m )

M ° T o n - m


143/255


144/255


145/255


146/255


147/255

57493.8

57493.8

57493.8

57493.857493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

a = 444.71

b = 57493.8 cm

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8


148/255

a = 444.71b = 57493.8 cm

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.857493.8

57493.8


149/255


150/255


151/255


152/255


153/255


154/255


155/255


156/255


157/255

DISEÑO ESTRUCTURAL DE CONDUCTO CERRADODREN DJB-1.1.3 (PROG. 0+000 AL 1+1#1.!9)







" 1.#0 m ANCHO INTERIOR DEL CONDUCTOH " 1.00 m ALTURA INTERIOR DEL CONDUCTO/ " 0.%0 m TIRANTE DE AGUA EN EL CONDUCTO

A ) CARGAS ERTICALES SOBRE LOSA SUPERIORA.1.- & * 2 4 56&' " 10.3? 7&'85 7& /* 5,:6 ;6 6) 3.#! 7&'85

A.!.- P* & , &,6& 4 ,, " 0.#@ 7&'85


4 7&7 : " 1.# 4,, + 1.? 4 56&' !#.1! 7&'85


P " P* & * ,* ;6 & /*: 7* *'& 1.90 7&'853

( ) " 30.00 " T ' (# - 8 !) 0.33

P * 6


158/255

P * 6


159/255


P * 6


160/255


161/255

#P

Wutotal

!#.1! T&'85 (2)



-4.16 3.75

-0.006 -0.013

0.005 0.002

-0.002 -0.0047

0.018 0.0088 0.081 0.1616 0.638 0.3191

-1.335 -2.6702 1.591 0.7954

-5.146 5.1460 0.43 0.4286

0.571 1 2 0.571

0.289 0.2891.145 -3.560

2.121 -0.696

-0.154 0.216

0.851 0.002

-0.122 -0.006

0.024 0.027

-0.009 -0.017

0.007 0.004

4.15 -3.74

2.90 -3.33

0.003 0.009

-0.018 -0.008

0.012 0.054-0.244 -0.003


162/255

0.425 0.004 -0.308 0.108

1.061 -1.392

2.290 -1.780

-0.325 -0.325

0.571 3 4 0.5710.429 0.429

-3.683 3.683

1.718 0.859

-0.522 -1.044-0.231 -0.115

0.002 0.003

-0.183 -0.092

0.020 0.041

-0.014 -0.007

0.003 0.007

-2.89 3.33

TRAMO 1-! TRAMO 3-#R 6 & 7. " 19.30 19.30 13.@1R F6,* " 0.!% -0.!% -0.!@R *' 7 5& 19. 19.0# 13. 3


M 5 $ (+) " 0.@1 5 M 5 $ (+)" 0.?@

TRAMO 1-! TRAMO 3-#$6 " $ " M$ M$

0.00 0.00 -4.16 -2.890.10 0.16 -1.34 -0.950.20 0.32 0.87 0.560.30 0.48 2.45 1.62 0.49 0.78 3.76 2.41

0.51 0.82 3.77 2.41 0.60 0.96 3.50 2.150.70 1.12 2.61 1.440.80 1.28 1.11 0.29 0.90 1.44 -1.01 -1.30 1.00 1.60 -3.75 -3.33


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$ (5) M (7&'-5) / (5) A ( 5!) A (5 ') U0.00 4.16 0.152 7.69 3.60 7.69

0.16 1.34 0.152 2.37 3.60 3.60

0.32 0.87 0.152 1.52 3.60 3.60

0.48 2.45 0.152 4.41 3.60 4.41

0.78 3.76 0.152 6.91 3.60 6.910.82 3.77 0.152 6.93 3.60 6.93

0.96 3.50 0.152 6.40 3.60 6.40

1.12 2.61 0.152 4.72 3.60 4.72

1.28 1.11 0.152 1.96 3.60 3.60

1.44 1.01 0.152 1.78 3.60 3.60

1.60 3.75 0.152 6.88 3.60 6.88

, 5 ' " 0.001@; " !10 28 5!


" # 5Q " 8@Q " 1. 9 5

Q8! " 0.?9 5/ " 1 .!1 5 "# $%&' &()#*I%*/ " 1 .!1 !m "# +(*% #* I '$

TRAMO 3-#$ (5) M (7&'-5) / (5) A ( 5!) A (5 ') U

0.00 -!.@9 0.1 ! .!# 3.%0 .!# 0.1% -0.9 0.1 ! 1.%? 3.%0 3. 0.3! 0. % 0.1 ! 0.9@ 3.%0 3.%

0.#@ 1.%! 0.1 ! !.@@ 3.%0 3 0.?@ !.#1 0.1 ! #.3 3.%0 #.3 0.@! !.#1 0.1 ! #.33 3.%0 #.33 0.9% !.1 0.1 ! 3.@ 3.%0 3. 1.1! 1.## 0.1 ! !. 3.%0 3.%0 1.!@ 0.!9 0.1 ! 0. 1 3.%0 3.% 1.## -1.30 0.1 ! !.30 3.%0 3.%0 1.%0 -3.33 0.1 ! %.09 3.%0 %


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TRAMO 3-4

TRAMO 1-3M 1 ! L $! $

0.00 -#.1% 1.@1 1.#9 1.!0 0.000.1! -#.00 1.@1 1.#9 1.!0 0.010.!# -3.@@ 1.@1 1.#9 1.!0 0.0%0.3% -3.?9 1.@1 1.#9 1.!0 0.130.#@ -3.?! 1.@1 1.#9 1.!0 0.!30.%0 -3.?0 1.@1 1.#9 1.!0 0.3%0.?! -3.?1 1.@1 1.#9 1.!0 0. !0.@# -3.?% 1.@1 1.#9 1.!0 0.?10.9% -3.@ 1.@1 1.#9 1.!0 0.9!1.0@ -3.9@ 1.@1 1.#9 1.!0 1.1?

1.!0 -#.1% 1.@1 1.#9 1.!0 1.##

0.00 0.16 0.32 0.48 0.78 0.82 0.96 1.12 1.28 1.44 1.60

-4.00

-3.00

-2.00

-1.00

0.00

1.00

2.00

3.00


LONGITUD(m)

M ° T o n - m


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TRAMO 1-3

0.00 0.12 0.24 0.36 0.48 0.60 0.72 0.84 0.9

-4.20

-4.10

-4.00

-3.90

-3.80

-3.70

-3.60

-3.50

-3.40


LONGITUD(m )

M ° T o n - m


166/255


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a = 444.71b = 57493.8 cm

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.8

57493.857493.8

57493.8


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a = 444.71b = 57493.8 cm


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DISE O ESTRUCTURAL DE CONDUCTO CERRADREN DJB-1.1.3 (PROG. 0+000 AL 1+1#1.!9)



ANCHO DE LOSA B 1-! " 1.00 mESPESOR DE LOSA H 1-! " 0.!0 m

ANCHO MURO B 1-3 " 1.00 mESPESOR DEL MURO H 1-3 " 0.!0 mLUZ DEL CONDUCTO L 1-! " 1.60 m

ALTURA DEL CONDUCTO L 1-3 " 1.20 m

II.- CARGAS SOBRE ESTRUCTURAPESO DE EJE CAMION HL 93 " #P (# $ 3.%3 T&'.) 1#. ! TON* ,* & " 0.!0 m

" 1.#0 m

H " 1.00 m/ " 0.%0 m

A ) CARGAS ERTICALES SOBRE LOSA SUPERIORA.1.- & * 2 4 56&' " 10.3? 7&'85 7& /* 5,:6 ;6 6) 3.#! 7&'85

A.!.- P* & , &,6& 4 ,, " 0.#@ 7&'85


4 7&7 : " 1.# 4,, + 1.? 4 56&' !#.1! 7&'85


P " P* & * ,* ;6 & /*: 7* *'& 1.90 7&'853

( ) " 30.00 " T ' (# - 8 !) 0.33

P * 6


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P * 6


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Wutotal

!#.1! T&'85

KaPh kaWs/c (3)


-4.16

-0.006

0.005

-0.002

0.018

0.081

0.638

-1.3351.591

-5.146

0.43

0.571 10.289

1.145

2.121

-0.154

0.851

-0.122

0.024

-0.0090.007

4.15

2.90

0.003

-0.018

0.012

-0.244

0.425

-0.308

1.061

2.290

-0.325


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0.571 30.429

-3.683

1.718

-0.522

-0.231

0.002

-0.1830.020

-0.014

0.003

-2.89

TRAMO 1-!R 6 & 7. " 19.30R F6,* " 0.!%R *' 7 5& 19.


M 5 $ (+) " 0.@1

TRAMO 1-!$6 " $ " M$

0.00 0.00 -4.16

0.10 0.16 -1.340.20 0.32 0.870.30 0.48 2.450.49 0.78 3.760.51 0.82 3.770.60 0.96 3.500.70 1.12 2.610.80 1.28 1.110.90 1.44 -1.01

1.00 1.60 -3.75

.- CALCULO DEL AREA DE ACERO

$ (5) M (7&'-5)0.00 4.160.16 1.340.32 0.87

0.48 2.450.78 3.760.82 3.77


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0.96 3.501.12 2.611.28 1.111.44 1.011.60 3.75

, 5 ' " 0.001@; " !10

" 100; " #!00F " 1.?0F " 1.?0

" #Q " 8@

Q " 1. 9Q8! " 0.?9/ " 1% .!1/ " 1% .!1

$ (5) M (7&'-5)0.00 [email protected]% -0.90.3! 0. %

0.#@ 1.%!0.?@ !.#10.@! !.#10.9% !.11.1! 1.##1.!@ 0.!91.## -1.301.%0 -3.33

0.00 0.16 0.32

-1.00

0.00

1.00

2.00

3.00

M ° T o n - m


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TRAMO 1-3

M 10.00 -#.1% [email protected]! -#.00 1.@10.!# -3.@@ [email protected]% -3.?9 1.@10.#@ -3.?! 1.@10.%0 -3.?0 1.@1

0.?! -3.?1 1.@10.@# -3.?% [email protected]% -3.@ [email protected]@ -3.9@ 1.@11.!0 -#.1% 1.@1

-4.00

-3.00

- .

0.00 0.12 0.24 0.36 0.48

-4.20

-4.10

-4.00

-3.90

-3.80

-3.70

-3.60

-3.50

-3.40

DIAGRAMA DE

LONGIT

M ° T o n - m


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O

I,1-2 = 0.00066667I,1-3 = 0.00066667k,1-2 = 0.00041667k,1-3 = 0.00055556

0.00097222d, 1-2 = 0.43d, 1-3 = 0.57

CAMION DE DISEÑO SOBRECARGA EHICULARESPESOR DEL MUROANCHO INTERIOR DEL CONDUCTO

ALTURA INTERIOR DEL CONDUCTOTIRANTE DE AGUA EN EL CONDUCTO

(AASHTO 199? )

PESO TOTAL SOBRE EL TERRENO

1?.9 7&'85! R* 6 7*' 6


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M !-1 " .1 7&'-5

M !-# " 0.!9 7&'-5

M #-! " -0.3! 7&'-5

M #-3 " 3.%@ 7&'-5


192/255

#P

(2)

(4 ) KaWs/c KaPh

3.75

-0.013

0.002

-0.0047

0.0088 (m)0.1616 0.300.3191 2.70

-2.6702 0.500.7954 0.505.1460 4.000.4286 4.752 0.571 0.80

0.289 4.75-3.560

-0.696 (t/m3)0.216 1.900.002 2.40

-0.006

0.027 35.00-0.017 (kg/cm2)

0.004

-3.74

-3.33

0.009 2.00-0.008

0.054 1.50-0.003 1.75

0.004 ton/m²0.108 3.00

-1.392

-1.780

-0.325


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4 0.5710.429

3.683

0.859

-1.044

-0.115

0.003

-0.0920.041

-0.007

0.007

3.33

TRAMO 3-#19.30 13.@1 13.@1-0.!% -0.!@ [email protected]# 13. 3 1#.09

5 M 5 $ (+)" 0.?@ 5

TRAMO 3-#M$

-2.89

-0.950.561.62 1.310833332.41 0.353846152.41 0.956987182.151.440.29 1.19568455

-1.30 0.74461538

-3.33 1.6057747

TRAMO 1-!/ (5) A ( 5!) A (5 ') U S

1.652 0.67 30.60 30.60 %. #1.652 0.21 30.60 30.60 %. #1.652 0.14 30.60 30.60 %. #

1.652 0.39 30.60 30.60 %. #1.652 0.60 30.60 30.60 %. #1.652 0.60 30.60 30.60 %. #


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1.652 0.56 30.60 30.60 %. #1.652 0.42 30.60 30.60 %. #1.652 0.18 30.60 30.60 %. #1.652 0.16 30.60 30.60 %. #1.652 0.60 30.60 30.60 %. #

28 5!528 5!

5 losa superior e inferior5 muros ver i!ales

5

555 "# $%&' &()#*I%*

!m "# +(*% #* I '$TRAMO 3-#

/ (5) A ( 5!) A (5 ') U S1.% ! 0.#% 30.%0 30.%0 4.151.% ! 0.1 30.%0 30.%0 4.151.% ! 0.09 30.%0 30.%0 4.15

1.% ! 0.!% 30.%0 30.%0 4.151.% ! 0.39 30.%0 30.%0 4.151.% ! 0.39 30.%0 30.%0 4.151.% ! 0.3# 30.%0 30.%0 4.151.% ! 0.!3 30.%0 30.%0 4.151.% ! 0.0 30.%0 30.%0 4.151.% ! 0.!1 30.%0 30.%0 4.151.% ! 0. 3 30.%0 30.%0 4.15

TRAMO 3-4

0.48 0.78 0.82 0.96 1.12 1.28 1.44 1.60



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! L $! $3 / (5) A ( 5!) A (5 ')1.#9 1.!0 0.00 0.00 1.% ! 0.%? 30.%01.#9 1.!0 0.01 0.00 1.% ! 0.%# 30.%01.#9 1.!0 0.0% 0.01 1.% ! 0.%! 30.%01.#9 1.!0 0.13 0.0 1.% ! 0.%1 30.%01.#9 1.!0 0.!3 0.11 1.% ! 0.%0 30.%01.#9 1.!0 0.3% 0.!! 1.% ! 0. 9 30.%0

1.#9 1.!0 0. ! 0.3? 1.% ! 0. 9 30.%01.#9 1.!0 0.?1 0. 9 1.% ! 0.%0 30.%01.#9 1.!0 0.9! 0.@@ 1.% ! 0.%! 30.%01.#9 1.!0 1.1? 1.!% 1.% ! 0.%# 30.%01.#9 1.!0 1.## 1.?3 1.% ! 0.%? 30.%0

TRAMO 1-3

LONGITUD(m)

0.60 0.72 0.84 0.96 1.08 1.20

M° FLECTOR

D(m)


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624493.8

624493.8

624493.8

624493.8

624493.8

a = 444.71

b = 624493.8 cm

624493.8

624493.8

624493.8

624493.8624493.8

624493.8

624493.8

624493.8

624493.8

624493.8

624493.8

a = 444.71b = 624493.8 cm


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U S30.%0 %. 3% 624493.830.%0 %. 3% 624493.830.%0 %. 3% 624493.830.%0 %. 3% 624493.830.%0 %. 3% 624493.830.%0 %. 3% 624493.8

30.%0 %. 3% 624493.830.%0 %. 3% 624493.830.%0 %. 3% 624493.830.%0 %. 3% 624493.830.%0 %. 3% 624493.8

a = 444.71b = 624493.8 cm


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Calculo Estructural Conducto Cerrado Djb-1 Final

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Transcript of Calculo Estructural Conducto Cerrado Djb-1 Final