ZAPATAS ZAPATAS AISLADAS AISLAD AS Z-1 Z- 1 P = 41.94 t ,apa$idad de ,ar'a = $ = 15.00 t() roundidad de desplant. = H = 1.20 Peso E. del suelo = P:suelo = 1!00 &'(F "#$= 250 &'($) "%= 4200 &'($) = 0.002!9 t- 0.002!9 9 t- t- % = 0.002! Peralter de apata = ap. = 0.*0
d = ap. - r = Pu = +.,. P = u = +.,. = %u = +.,. % =
25.00 5.!1 0.00*9 0.00*9
,1 = 40 G
$ t t - t -
= +.,. ap. P:$on$.B < P:suelo H-ap.BBJ =
*.15
t()
Aap. = KPu(J M 2.22/ Lados de apata propuestos = % =
2.* 2.*
,ar'a ultia Nnal $on dien$iones propuestas P uBO Pu = +.,. P < ap. A B < A H - ap.B P:sueloBJ = !5.*! t e = u(Pu = e% = %u(Pu =
0 0
-------------------
# = - 2e = #% = % - 2e% =
2.* 2.*
P3SI6 A,T7A6T P a = Pu ( # #% B = 14.25 t
8
$
0.. 3:ISI6 ,;6SID3A6D; ,.:. ,.:. < ,.. n = P a - +.,.ap. P:$on$.B < H - ap.B P:sueloBJ =
11.1
t()
= @L)B(2 =
5.00
t -
u(Cd) =
.00
DIS>; P;3 +L?I6 @=
L=
11.1
0.95
t(
,uantia pB de taClas p = 0.0021 As = p C d = 5.45 $)
PA
A3AD; P(Earilla R*( P(Earilla R1(2
S= S=
1*.0* 2*.*0
---
@
---
@
1* 2*
$ $
3:ISI6 PA3A :3 SI L ;6T; P7D S3 DSP3,IAD; Pu = 5.!1 u = +.,. = 0.00*9 %u = +.,. % = 0.00*9 d = ap. - 0.5 = 0.25
t t- t-
a1 = ,1 < d = C1 = ,2 < d =
:u = Pu - a1 C1B Pa - 1.4 ap. P:$on$.B < H-ap.B P:sueloBBJ = 54.02 0.2 :u d = 2.! 2.!01
u % u%
Q
SI S DSP3,IA L ;6T;
= 1 - 1 ( 1 < 0./! K,1
0
% = 1 - 1 ( 1 < 0./! K,2
0
DIS>; P;3 ,;3TA6T ,;3TA6T d @=
L=
11.1
= L - d B @ =
!.!!
t
= L - d B) @ J(2 =
2.!1
t -
t(
0.95
(:d =
1.*9
:,3 = 0.5 +.3. C d K" $ = :,3
Q 0.
8
2
14142 14142 &'
:
3:ISI6 P;3 P6T3A,I6 d =
a1 = ,1 < d = C1 = ,2 < d = d=
2.* C1 d a1 % =
2.*
A$r = 2d a1 < C1 < 2d J = 9000 $) ,A1 = a1 (2 =
*2.5
$
,A2 = C1 (2 =
*2.5
$
PA
U,1 = d a1FJ(/ < a1 dFJ(/ < d C1 a1)J(2 = :u ( A$r J < u ,A1 B ( U$1J = :u
U,2 = d C1FJ(/ < C1 dFJ(/ < d a1 C1)J(2 = :u ( A$r J < % u ,A2 B ( U$2J = :u
4!4/*54.1 / 8 0..
&'($) :uper.
4!4/*54.1 /.00 8 0..
&'($) :uper.
:uperi$iCle = :pr. = 0.! K"$ = 9.99 &'($)
H=
12 0
$
% = d= r= =
2*0
$
PA
ZAPATAS AISLADAS Z-2
,2 = 40 ?
P = 1.9 t ,apa$idad de ,ar'a = $ = 15.00 t() roundidad de desplant. = H = 1.20 Peso E. del suelo = P:suelo = 1!00 &'(F "#$= 250 &'($) "%= 4200 &'($) = 0.001!1 t- % = 0.001!1 t- Peralter de apata = ap. = 0.40
d = ap. - r = Pu = +.,. P = u = +.,. = %u = +.,. % =
*5.00 114.!! 0.0024 0.0024
,1 =
$ t t- t-
= +.,. ap. P:$on$.B < P:suelo H-ap.BBJ = Aap. = KPu(J M Lados de apata propuestos = % = ,ar'a ultia Nnal $on dien$iones prop Pu = +.,. P < ap. A B < A H - ap.B P:sueloBJ = e = u(Pu = e% = %u(Pu =
0 0
-------------------
# = - 2e = #% = % - 2e% =
P3SI6 A,T7A6T P a = Pu ( # #% B = 14.4/ t
0.. 3:ISI6 ,;6SID3A6D; ,.:. < n = P a - +.,.ap. P:$on$.B < H - ap.B P:sueloBJ = DIS>; P;3 +L?I6 = @L)B(2 = @=
11.212
t(
u(Cd) = L=
1.4
,uanti p= As = p C d =
. 2
A3AD; P(Earilla R*( P(Earilla R1(2
S= S=
.25 14.!5
---
@
---
@
14.0
3:ISI6 PA3A :3 SI L ;6T; P7D S 0./5 0./5
Pu = 114.!! t u = +.,. = 0.0024 t- %u = +.,. % = 0.0024 t- d = ap. - 0.5 = 0.*5 :u = Pu - a1 C1B Pa - 1.4 ap. P:$on$.B < H-ap.B P:
t
0.2 :u d = !.592
u
Q
SI S DSP3,IA L ;6T
= 1 - 1 ( 1 < 0./! K,1
0
% = 1 - 1 ( 1 < 0./! K,2
0
DIS>; P;3 ,;3TA6T d = L - d B @ = @=
11.212
t(
= L - d B) @ J(2 = L=
1.4
(:d =
1.49
:,3 = 0.5 +.3. C d K" $ = :,3
Q 0.
:
3:ISI6 P;3 P6T3A,I6 /5 /5 25
$ $ $
d =
*.2 C1 d a1 % =
*.2
A$r = 2d a1 < C1 < 2d J = 15400 $) . *
$V
,A1 = a1 (2 =
*!.5
$
,A2 = C1 (2 =
*!.5
$
U,1 = d a 1FJ(/ < a1 dFJ(/ < d C1 a1)J(2 = :u ( A$r J < u ,A1 B ( U$1J = :u
$V
U,2 = d C1FJ(/ < C1 dFJ(/ < d a1 C1)J(2 = :u ( A$r J < % u ,A2 B ( U$2J = :u
:uperi$iCle = :pr. = 0.! K"$ = 9.99 &'($)
2*0
$
25 5
$ $
H=
120
$
=
*20
$
. 4
ZAPATA
,2 = 40 ? 40 G
P= ,apa$idad de ,ar'a = $ = roundidad de desplant. = H = Peso E. del suelo = P:suelo = "#$= "%= = % = Peralter de apata = ap. =
d = ap. - r = Pu = +.,. P = u = +.,. = %u = +.,. % = *.24 t()
!/.!2 15.00 1.20 1!00 250 4200 0.001 0.001 0.*5 *0.00 10!.41 0.0014 0.0014
= +.,. ap. P:$on$.B < P:s
*.125
A Lados de
*.2 *.2
uestas PuBO
,ar'a ultia Nnal $on
14.02 t *.2 *.2
Pu = +.,. P < ap. A B < A H -
e = u(Pu = e% = %u(Pu =
0 0
-------------------
P3SI 8
$
P a = Pu ( # #% B =
,.. 11.212 t()
3:ISI6 ,;6S n = P a - +.,.ap. P:$on$.B < H DIS>;
10.9 t- @=
11.11
t(
L=
1.*5
.9/ a pB de taClas 0.0024/ ./1 $)
PA. 5
A $ $
P(Earilla R*( P(Earilla R1(2
3 DSP3,IAD;
= 10.4/
!.5/ 1*.5*
3:ISI6 PA3A :3 SI L
a1 = ,1 < d = C1 = ,2 < d =
sueloBBJ
S= S=
0.!5 0.!5
Pu = 10!.41 u = +.,. = 0.0014 %u = +.,. % = 0.0014 d = ap. - 0.5 = 0.*0 :u = Pu - a1 C1B Pa - 1.4 ap. P:$on
t
u%
0.2 :u d = /.11/
;
SI S DSP
= 1 - 1 ( 1 < 0./! K,1; d 11.!! t @=
/.1
11.11
t(
t-
= L=
8
1.*5
2
19!99 &'
:,3 = 0.5 +.3. :,3 3:ISI6 P
a1 = ,1 < d = C1 = ,2 < d = d=
!5 !5 *5
$ $ $
=
*.1 C1 a1 % =
*.1
A$r = 2d a1 < C1 < 2d J = 12000
PA. /
10*!9/!.5 !.04 8 0..
8 0..
*5
,A2 = C1 (2 =
*5
U,1 = d a 1FJ(/ < a1 dFJ(/ <
&'($)
:u ( A$r J <
:uper.
10*!9/!.5 !.04
$V
,A1 = a1 (2 =
$V
U,2 = d C1FJ(/ < C1 dFJ(/ <
&'($)
:u ( A$r J < %
:uper.
:uperi$iCle = :pr. = 0.! K"$ = 9.99
% = d= r=
*20
$
*5 5
$ $
H=
120
$
=
*10
PA. !
AISLADAS Z-* t t() &'(F &'($) &'($) t- t- $ t t- t- uelo
,2 = 40
,apa$idad de ,ar oundidad de despla Peso E. del suelo =
? ,1 = 40 G Peralter de apata
d= Pu = u = +. %u = +.
H-ap.BBJ = *.199 t()
= +.,. ap
ap. = KPu(J M *.01! pata propuestos = % =
*.1 *.1
ien$iones propuestas PuBO ap.B
,ar'a
P:sueloBJ = 1*.15 t
# = - 2e = #% = % - 2e% =
*.1 *.1
Pu = +.,. P < ap. A
e = u(Pu = e% = %u(Pu =
6 A,T7A6T 14.* t
8
$
P a = P
0.. ID3A6D; ,.:. < ,.. ap.B
P:sueloBJ = 11.11 t()
n = P a - +.,.ap.
P;3 +L?I6 = @L)B(2 = 10.1 t- @=
11./*4
L=
1.9
u(Cd) = 11.*1 ,uantia pB de taClas p = 0.00*1* As = p C d = 9.*9 $)
PA.
3AD; ---
@
---
@
! 1*.0
$ $
P(Earilla R*( P(Earilla R1(2
6T; P7D S3 DSP3,IAD; t t- t- .B
3:ISI6 P
a1 = ,1 < d = C1 = ,2 < d =
< H-ap.B P:sueloBBJ = 101.9*
0.! 0.!
u = +. %u = +. d = a u = Pu - a1 C1B Pa - 1.
t
u % u%
Q
0.2
,IA L ;6T; 0
= 1 - 1 ( 1 < 0./! K
0
% = 1 - 1 ( 1 < 0./! K
;3 ,;3TA6T d = L - d B @ = 11.!4 t L - d B) @ J(2 = (:d =
1.!4
C d K" $ = Q 0.
/.1/
@=
11./*4
L=
1.9
t-
8
2
1/9!1 &'
:
;3 P6T3A,I6 d
a1 = ,1 < d = C1 = ,2 < d = d=
!0 !0 *0
$ $ $
=
4.2 C1
d
$r = 2d a1 < C1
$) $
,A1
$
d C1 a1)J(2 = u
,A1 B ( U$1J = :u
d a1 C1)J(2 = u
,A2 B ( U$2J = :u
PA. 9
,A2
$V
U,1 = d a1FJ(/
!1!5000 .49 8 0..
&'($) :uper.
!1!5000 .49 8 0..
:u
$V
U,2 = d C1FJ(/
&'($)
:u
:uper.
&'($)
$
:uperi$iCle = :pr. = 0.!
% =
*10
$
d= r=
*0 5
$ $
H=
120
$
PA. 90
ZAPATAS AISLADAS Z-4 P = a = $ = nt. = H = P:suelo = "#$= "%= = % = = ap. = ap. -
r= .,. P = ,. = . % = .
14/.54 15.00 1.20 1!00 250 4200 0.001 0.001 0.50 45.00 205.1/ 0.0011 0.0011
t t() &'(F &'($) &'($) t- t- $ t t- t-
,2 = 40 ? ,1 = 40 G
P:$on$.B < P:suelo H-ap.BBJ = *.*4/ t() Aap. = KPu(J M 4.19/ Lados de apata propuestos = % =
4.2 4.2
ultia Nnal $on dien$iones propuestas P uBO B < A H - ap.B P:sueloBJ = 2/4.1 t 0 0
-------------------
# = - 2e = #% = % - 2e% =
4.2 4.2
Pu = +.,.
P3SI6 A,T7A6T u ( # #% B = 14.9 t
8
$
0.. 3:ISI6 ,;6SID3A6D; ,.:. < ,.. P:$on$.B < H - ap.B P:sueloBJ = 11./*4 t() DIS>; P;3 +L?I6 = @L)B(2 = 20.99 t- t(
u(Cd) = 10.*! ,uantia pB de taClas p = 0.0022 As = p C d = 12./9 $)
n
PA. 91
A3AD; S= S=
5.59 10.01
---
@
---
@
5 10.0
$ $
3A :3 SI L ;6T; P7D S3 DSP3,IAD; Pu = 205.1/ t ,. = 0.0011 t- . % = 0.0011 t- 0.45 . - 0.5 =
a1 = ,1 < d = C1 = ,2 < d =
ap. P:$on$.B < H-ap.B P:sueloBBJ = 19/.!5 :u d = 1!.!0
0.5 0.5
u = Pu -
t
u % u%
Q
SI S DSP3,IA L ;6T; 1
BBJ=
0
= 1 -
2
BBJ=
0
% = 1 -
DIS>; P;3 ,;3TA6T
= L - d B @ = 1/.! t t(
= L - d B) @ J(2 = 12.2* t-
(:d =
1./1
:,3 = 0.5 +.3. C d K" $ = :,3
Q 0.
8
2
2545/&'
:
3:ISI6 P;3 P6T3A,I6 d
a1 = ,1 < d = C1 = ,2 < d = d= d
a1 % =
4.2
5 5 45
$ $ $
=
< 2d J = 2*400 $) a1 (2 =
42.5
$
C1 (2 =
42.5
$
PA. 92
< a1 dFJ(/ < d C1 a1)J(2 = ( A$r J < u ,A1 B ( U$1J = :u
19!14/!.5 .41 8 0..
&'($) :uper.
< C1 dFJ(/ < d a1 C1)J(2 =
19!14/!.5
( A$r J < % u ,A2 B ( U$2J =
.41
:u
8 0..
$V
$V
&'($) :uper.
K"$ = 9.99 &'($)
:uperi
% = d= r= =
420
$
420
$
45 5
$ $
H=
PA. 9*
ZAPATAS AISLADAS Z-5 P = ,apa$idad de ,ar'a = $ = oundidad de desplant. = H = Peso E. del suelo = P:suelo = "#$= "%= = % = Peralter de apata = ap. =
d = ap. - r = Pu = +.,. P = u = +.,. = %u = +.,. % =
!9.*5 15.00 1.20 1!00 250 4200 0.001 0.001 0.*5 *0.00 111.09 0.0010 0.001
t t() &'(F &'($) &'($) t- t- $ t t- t-
,2 =
,1 = 40 G
= +.,. ap. P:$on$.B < P:suelo H-ap.BBJ = *.199 t() Aap. = KPu(J M *.0/ Lados de apata propuestos = % =
*.1 *.1
,ar'a ultia Nnal $on dien$iones propuestas P uBO P < ap. A B < A H - ap.B P:sueloBJ = 141.* t e = u(Pu = e% = %u(Pu =
0 0
-------------------
# = - 2e = #% = % - 2e% =
*.1 *.1
P3SI6 A,T7A6T P a = Pu ( # #% B = 14.!/ t
8
$
0.. 3:ISI6 ,;6SID3A6D; ,.:. < ,.. = P a - +.,.ap. P:$on$.B < H - ap.B P:sueloBJ = 11.5/1 t() DIS>; P;3 +L?I6 = @L)B(2 = 10.5* t- @=
11.5/1
t(
u(Cd) = 11.!0 L=
1.*5
,uantia pB de taClas p = 0.00*24 As = p C d = 9.!2 $)
PA. 94
A3AD; P(Earilla R*( P(Earilla R1(2
S= S=
!.*0 1*.0!
---
@
---
@
! 1*.0
$ $
3:ISI6 PA3A :3 SI L ;6T; P7D S3 DSP3,IAD; Pu = 111.09 t u = +.,. = 0.001 t- %u = +.,. % = 0.001 t- d = ap. - 0.5 = 0.*0
a1 = ,1 < d = C1 = ,2 < d =
a1 C1B Pa - 1.4 ap. P:$on$.B < H-ap.B P:sueloBBJ = 105.4* 0.2 :u d = /.*2/
0.! 0.!
t
u % u%
Q
SI S DSP3,IA L ;6T; 1 ( 1 < 0./! K,1
0
1 ( 1 < 0./! K,2
0
DIS>; P;3 ,;3TA6T d = L - d B @ = 12.14 t @=
11.5/1
t(
= L - d B) @ J(2 = L=
1.*5
/.*!
t-
(:d =
1.!4
:,3 = 0.5 +.3. C d K" $ = :,3
Q 0.
8
2
1/9!1 &'
:
3:ISI6 P;3 P6T3A,I6 d
a1 = ,1 < d = C1 = ,2 < d = d=
*.1 C1 d a1 % =
*.1
!0 !0 *0
$r = 2d a1 < C1 < 2d J = 12000 $) ,A1 = a1 (2 =
*5
$
,A2 = C1 (2 =
*5
$
PA. 95
U,1 = d a1FJ(/ < a1 dFJ(/ < d C1 a1)J(2 = :u ( A$r J < u ,A1 B ( U$1J = :u
U,2 = d C1FJ(/ < C1 dFJ(/ < d a1 C1)J(2 = :u ( A$r J < % u ,A2 B ( U$2J = :u
$iCle =
!1!5000 .!9 8 0..
$V
&'($) :uper.
!1!5000 .!9 8 0..
$V
&'($) :uper.
:pr. = 0.! K"$ = 9.99 &'($)
120
$
% = d= r= =
*10
$
*10 *0 5
PA. 9/
ZAPATAS AISLADAS Z-/
40 ?
P = ,apa$idad de ,ar'a = $ = roundidad de desplant. = H = Peso E. del suelo = P:suelo = "#$= "%= = % = Peralter de apata = ap. =
d = ap. - r = Pu = +.,. P = u = +.,. = %u = +.,. % =
151.!1 15.00 1.20 1!00 250 4200 0.001 0.001 0.50 45.00 212.4 0.0010 0.001
t t() &'(F &'($) &'($) t- t- $ t t- t-
,1 = 40
= +.,. ap. P:$on$.B < P:suelo H-ap.BBJ = *.*4/ Aap. = KPu(J M 4.2/9 Lados de apata propuestos = % =
4.* 4.*
,ar'a ultia Nnal $on dien$iones propuestas Pu = +.,. P < ap. A B < A H - ap.B P:sueloBJ = 2!4.2/ e = u(Pu = e% = %u(Pu =
0 0
-------------------
# = - 2e = #% = % - 2e% =
4.* 4.*
P3SI6 A,T7A6T P a = Pu ( # #% B = 14.* t
8
0.. 3:ISI6 ,;6SID3A6D; ,.:. < ,.. n = P a - +.,.ap. P:$on$.B < H - ap.B P:sueloBJ = 11.44 DIS>; P;3 +L?I6 = @L)B(2 = 21.* @=
11.44
t(
u(Cd) = 10.! L=
1.95
,uantia pB de p = 0.0029! As = p C d = 1*.*/
A3AD; P(Earilla R*( P(Earilla R1(2
S= S=
5.*1 9.51
---
@
---
@
5 9.5
$ $
3:ISI6 PA3A :3 SI L ;6T; P7D S3 DSP
Pu = 212.4 t u = +.,. = 0.001 t- %u = +.,. % = 0.001 t- d = ap. - 0.5 = 0.45
a1 = C1 =
:u = Pu - a1 C1B Pa - 1.4 ap. P:$on$.B < H-ap.B P:sueloBBJ = 0.2 :u d = 1.*/9
u % u%
Q
SI S DSP3,IA L ;6T;
= 1 - 1 ( 1 < 0./! K,1
0
% = 1 - 1 ( 1 < 0./! K,2
0
DIS>; P;3 ,;3TA6T d = L - d B @ = 1!.2* @=
11.44
t(
= L - d B) @ J(2 = 12.91 L=
1.95
(:d =
1.//
:,3 = 0.5 +.3. C d K" $ = :,3
Q 0.
8 2545/
:
3:ISI6 P;3 P6T3A,I6 $ $ $
d =
a1 = C1 =
4.* C1 d a1 % =
4.*
A$r = 2d a1 < C1 < 2d J = 2*400 $) ,A1 = a1 (2 =
42.5
$
,A2 = C1 (2 =
42.5
$
U,1 = d a1FJ(/ < a1 dFJ(/ < d C1 a1)J(2 = :u ( A$r J < u ,A1 B ( U$1J = :u
U,2 = d C1FJ(/ < C1 dFJ(/ < d a1 C1)J(2 = :u ( A$r J < % u ,A2 B ( U$2J = :u
:uperi$iCle = :pr. = 0.! K"$ = 9.99 &'($)
$
H=
120
$
$ $ =
4*0
$
19!1 .!2 8 0.. 19!1 .!2 8 0..
,2 = 40 ?
G
t() uBO
t
$
t()
t-
taClas $)
PA. 9!
,IAD; ,1 < d = ,2 < d =
204.10
0.5 0.5
5 5 45
$ $ $
t
t t- 2 &'
,1 < d = ,2 < d = d=
PA. 9
/!.5
$V
&'($) :uper.
/!.5
$V
&'($) :uper.
% = d= r=
4*0
$
45 5
$ $