7/24/2019 ESTRIBO de puente de hormign
1/19
342 59 215 29 131 18
YG 5.78
Balaustrado 1.40
Guardallanta 0.3Tablero 2
2 1.7 2.3 1
7
ElementoPeso [T]
TriangRe!t b " #n!"o Puen $ %
& 1.00 1.70 2.90 9.20 2.40 108.85
' 0.50 1.70 0.50 9.20 2.40 9.38
( 1.00 2.30 9.37 9.20 2.40 475.85
) 1.00 7.00 1.00 9.20 2.40 154.56
* 0.50 2.00 8.77 9.20 2.40 193.64
+ 1.00 1.70 8.27 9.20 2.40 310.42, 0.50 1.70 0.50 9.20 2.40 9.38
- 0.50 2.00 8.77 9.20 2.00 161.37
. 1.00 2.00 2.90 9.20 2.00 106.72
Total 1530.18
/ua
1
3
4
9
2
87
5
6
7/24/2019 ESTRIBO de puente de hormign
2/19
Gru2o0uer1as 3erti!ales [T]
3ient
Estribo 5 Puent /3 Puente E Tierra Su2erEstru!n6raestru!
I 1530.18 38.25 25.85 492.29
II 1530.18 38.25 492.29 0.987 2.789
III 1530.18 38.25 25.85 492.29 0.296 0.837
3II 1530.18 38.25 492.29
/uad
Gru2o0uer1as 3erti!ales [T7m]
3ient
Estribo 5 Puent /3 Puente E Tierra Su2erEstru!n6raestru!
I 6141.54 82.2375 55.5775 2079.10
II 6141.54 82.2375 2079.10 12.507 28.921
III 6141.54 82.2375 55.5775 2079.10 3.752 8.676
3II 6141.54 82.2375 2079.10
Gru2o 852os 9 85neg 803 [T] # [m] e [m] :& [Tm;]
I 4200.25 1594.28 2.63 -0.87 6.39
II 4103.25 1568.43 2.62 -0.88 5.90
III 4178.21 1594.28 2.62 -0.88 6.10
3II 3221.16 1568.43 2.05 -1.45 -5.84
Elemento :& [Tm;] ' [Tm; < :( [Tm;] /ortante [T 5 [T7m]Base lado i1 6.39 43.12 -5.25 25.81 32.20 25.73
Base lado de -5.84 54.55 -8.63 45.92 50.23 14.33
E=tr7 Su2 0.4 8.85 0.81 2.27 12.79 4.36
Dise
D#TOSb 100
d 225L 10.37 [m]
#s min 75.00
[m]
[m]
[m!]
7/24/2019 ESTRIBO de puente de hormign
3/19
-7)* >7)
Diseo de l
D#TOS 2.6
4
B 9.20 [m]e 1.00 [m]b 100d 95.00? 4.62 [T$m]
#s min 31.67
5 [T7m] &*7+(
5u [T7m] '+7*,
#s [!m;] -7(.
#s [!m;] (&7+,
Dised [!m] *.>7>> 4 [m] +
()0*6+, ) (7+e [!m] '*7>> @ [m] -7,,
5 [T7m] ('.,7.-
5u [T7m] *+>+7*,
Diseo del Taln Dise
'(7()
dist. ent"eont"a&.
[m]
[m]
[m]
[m!]
7/24/2019 ESTRIBO de puente de hormign
4/19
3.7
+7(. '*7-&
/arga Re!tangular
@ [m] (7,>
b [!m] &>> /a
d [!m] .* @ [m]
5 [T7m] &*.7,+ b [!m]
5u [T7m] ',&7+> d [!m]
#s [!m;] -*7,, 5 [T7m]
#s min [!m;] (&7+, 5u [T7m]
#s [!m;] -*7,, #s [!m;]
#s min [!m;]
/arga Tra2e1oidal #s [!m;]
@ [m] (7,>
b [!m] &>>
d [!m] .*
5 [T7m] &&.7&&
5u [T7m] '>'7)-
#s [!m;] +(7.)
#s min [!m;] (&7+,
#s [!m;] +(7.)
7/24/2019 ESTRIBO de puente de hormign
5/19
DISEO DE UN ESTRIBO DE UN PUENTE
D#TOS
/ 'elo 2.00
/ ,o"mion 2.40
2.30
30
no P'ente 9.2 [m]
D 38.25 [T]
0.60L 25.85 [T]
ob"ea"a 0.6 [m]
0.50Aa 0.33
". %amion 1.83 [m]
8.27
12.67 T"ans ien 244
Lon ien 59
n. Des# ie 15
el.iento 100 [m] el iento 0.125
% 0.1 s'mido
1.00
: 1 ;lem "an'la"
Bra1o de Palan!a [m] 5omento estabili1ador 5E [T7m]
4.15 108.85 ? 4.15 ) 451.75
3.87 9.38 ? 3.87 ) 36.28
2.15 475.85 ? 2.15 ) 1023.07
3.50 154.56 ? 3.50 ) 540.96
5.67 193.64 ? 5.67 ) 1097.30
4.15 310.42 ? 4.15 ) 1288.254.43 9.38 ? 4.43 ) 41.60
6.33 161.37 ? 6.33 ) 1022.00
6.00 106.72 ? 6.00 ) 640.32
Total 6141.54
dro de 0uer1as
[T$m@]
[T$m@]
[A$m!]
[A$m!]
[T$m!]
7/24/2019 ESTRIBO de puente de hormign
6/19
0uer1as 4ori1ontales [T]
8 03
/ 3ia 0renado 0ri!!ion #2oCo Sismo
1594.28
1568.43
0.166 0.50 1594.28
156.843 1568.43
ro de 5omentosuer1as 4ori1ontales [T7m]
/ 3ia 0renado 0ri!!ion #2oCo Sismo
6279.35
6223.77
2.401 7.21 6279.35
923.511 6223.77
:' [Tm;]
43.12 24.76
42.81 24.35
43.41 24.76
54.55 24.35
: 6le=in [gm;] : !orte [gm;]15.44 3.22 Talon
8.60 5.02 Dedo
0.49 0.56 Para2eto
o de la Pantalla5 re!t [T7m] 5 triang [T7m] 5 [T7m] 5u [T7m]
&7,. (,7-* (.7+) +,7(.
'7+. (>7'- ('7., *+7>)
8 5 PosF4orarios
7/24/2019 ESTRIBO de puente de hormign
7/19
*7(- +>7*+ +*7.( &&'7>-
a Pantalla T"ans#e"sal
4 2.6
H+7(- &*7+(
H&>7-* '+7*,
(7)( -7(.
(&7+, (&7+,
del %ont"a&'e"te#s [!m;] (,>7->
)).7'-#s [!m;] )).7'-
#s min ).7&,
del Pa"aeto Diseo del D
>7)
7/24/2019 ESTRIBO de puente de hormign
8/19
&'7(>
)*7.'
'7',
ga Re!tangular /arga Re
'7(> @ [m]
&>> b [!m]
&+* d [!m]
(7.( 5 [T7m]
+7+, 5u [T7m]
&7'& #s [!m;]
**7>> #s min [!m;]
**7>> #s [!m;]
7/24/2019 ESTRIBO de puente de hormign
9/19
Em2ues 5omentosE Suelo 492.29 [T] 53 2079.10
E sobre!arga 46.63 [T] 53 sob 295.37E Total 538.91 [T] 53 Total 2374.47
0uer1as @ongitudinales
0renado 0.50 [T] 5 6renado 7.213iento en la Estru!tura
>"'o "'o
7/24/2019 ESTRIBO de puente de hormign
10/19
8 04 0SD
492.29 1.62
496.06 1.58
494.08 1.61
649.13 1.21
0S3
2079.10 3.02
2120.53 2.94
2101.14 2.99
3002.61 2.07
#s [!m;] #s [!m;]
-7.- ,*7>>
,7), ,*7>>
8 5 NegF#
4orarios
7/24/2019 ESTRIBO de puente de hormign
11/19
&)7.) ,*7>>
do
7/24/2019 ESTRIBO de puente de hormign
12/19
*)7**
tangular
&7>>
&>>
.*
'(7'*
(.7*(
&'7)-
(&7+,
(&7+,
7/24/2019 ESTRIBO de puente de hormign
13/19
[T.m]
[T.m]
[T.m]
[T.m]
[T.m]
[T.m]
[T$m][T.m]
a
[T.m]
[T.m]
[T.m]
[T.m]
[T.m]
[T$m!]
7/24/2019 ESTRIBO de puente de hormign
14/19
7/24/2019 ESTRIBO de puente de hormign
15/19
7/24/2019 ESTRIBO de puente de hormign
16/19
7/24/2019 ESTRIBO de puente de hormign
17/19
%a"a de iento sob"e la 'e"est"'t'"
BCDB
0 366 0 2
15 342 59 2
30 317 137 2
45 220 200 1
60 122 244 8
%a"a de iento sob"e %a"a i#a
BCDB
0 366 0
15 342 59
30 317 13745 220 200
60 122 244
n'lo dedes#iaiondel iento
%a"a T"ans#e"sal ? m! de"ea [A]
%a"a Lonit'dinal ? m!de "ea [A]
%a"a T"ans#"ea
n'lo dedes#iaiondel iento
%a"a T"ans#e"sal ? met"o[A]
%a"a Lonit'dinal ?met"o [A]
7/24/2019 ESTRIBO de puente de hormign
18/19
%a"a de iento sob"e
BC
4 0 0 149
5 29 15 131
0 59 30 122
1 78 45 98
3 93 60 51
15
15
n'lo dedes#iaiondel iento
e"sal ? m! de[A]
%a"a Lonit'dinal ? m!de "ea [A]
%a"a T"ans#e"sal ? met"o[A]
7/24/2019 ESTRIBO de puente de hormign
19/19
a"a i#a
B
0
18
36
48
57
%a"a Lonit'dinal ?met"o [A]