DISEÑO DE LA PLATEA DE CIMENTACIÓN
C
B
A
C#)
C1%
D
C#1
C##
Y
I
H
G
C1(
C1$
J
C1*
C1+
X
M
N
Ñ
O
PD= P L= MDX= MLX= MDY= MLY=
C( 30.00 tn/m 7.70 tn/m 0.20 tn/m 0.10 tn/m 0.20 tn/m 0.10 tn/m
C* PD= PL= MDX= MLX= MDY= MLY=
C' PD= P L= MDX= MLX= MDY= MLY=
51.00 tn/m 14.00 tn/m 0.90 tn/m 0.24 tn/m 0.20 tn/m 0.10 tn/m
PD= PL= MDX= MLX= MDY= MLY=
C& 21.00 tn 5.54 tn 2.00 tn 0.85 tn 1.41 tn 0.32 tn
PD= PL= MDX= MLX= MDY= MLY=
C 1) PD= P L= MDX= MLX= MDY= MLY=
C+
C% 51.0 tn 18.0 tn 1.0 tn/m 0.4 tn/m 0.1 tn/m 0.1 tn/m
PD= PL= MDX= MLX= MDY= MLY=
C11 14.00 tn 3.72 tn 0.50 tn 0.10 tn 1.14 tn 0.28 tn
PD= PL= MDX= MLX= MDY= MLY=
37.00 tn 8.80 tn 1.50 tn 0.45 tn 0.10 tn 0.10 tn 14.00 tn 3.72 tn 0.50 tn 0.10 tn 1.14 tn 0.28 tn
C1# 51.0 tn 18.0 tn 1.0 tn 0.4 tn 0.1 tn 0.1 tn
PD= PL= MDX= MLX= MDY= MLY=
21.00 tn 5.54 tn 2.00 tn 0.85 tn 1.41 tn 0.32 tn
PD= P L= MDX= MLX= MDY= MLY=
C( 30.00 tn/m 7.70 tn/m 0.20 tn/m 0.10 tn/m 0.20 tn/m 0.10 tn/m
C* PD= PL= MDX= MLX= MDY= MLY=
C' PD= P L= MDX= MLX= MDY= MLY=
51.00 tn/m 14.00 tn/m 0.90 tn/m 0.24 tn/m 0.20 tn/m 0.10 tn/m
PD= PL= MDX= MLX= MDY= MLY=
C& 21.00 tn 5.54 tn 2.00 tn 0.85 tn 1.41 tn 0.32 tn
PD= PL= MDX= MLX= MDY= MLY=
C 1) PD= P L= MDX= MLX= MDY= MLY=
C+
C% 51.0 tn 18.0 tn 1.0 tn/m 0.4 tn/m 0.1 tn/m 0.1 tn/m
PD= PL= MDX= MLX= MDY= MLY=
C11 14.00 tn 3.72 tn 0.50 tn 0.10 tn 1.14 tn 0.28 tn
PD= PL= MDX= MLX= MDY= MLY=
37.00 tn 8.80 tn 1.50 tn 0.45 tn 0.10 tn 0.10 tn 14.00 tn 3.72 tn 0.50 tn 0.10 tn 1.14 tn 0.28 tn
C1# 51.0 tn 18.0 tn 1.0 tn 0.4 tn 0.1 tn 0.1 tn
PD= PL= MDX= MLX= MDY= MLY=
21.00 tn 5.54 tn 2.00 tn 0.85 tn 1.41 tn 0.32 tn
K) = 2*(40+d)+2*(30+d) K) = 140+4d Iuala-o tmos: 101966.00 = 1.1*√210*(140+4d)*d dAsumido = 26.20 cm O;o <0 u los
2ma-os = 102238.6337716 102238.6337716 OK 02f2cac23 - la columa lat0al C# n d/2
d/2
m =$)5-?# m=()5K) = 2*(30+d/2)+2*(40+d) K) = 140+3d Pu = 95 95200 Kg 95200 Kg u = 95 %*#)) = 1.1@#1)B1?#B@1()5 1.1@#1)B1?#B@1()5$-B@$-B@-
dAsumido =
2.!0 cm
O;o <0 u los 2ma-os
= 95598 95598.93 .93129 12999 99 OK 02f2cac23 - la columa - su2a C1B:
K 1.62 2.97 3.10 1.75 2.98 4.48 2.85 2.85 4.48 2.98
D20cc2o X
D20cc2o Y
D20cc2o D20cc2o
X Y
L= L=
"
!.#$"
1258.45 1258.08 1264.33 1258.42 1255.59 1258.79 1258.79 1255.59 1258.42
0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28
6.19 6.20 6.20 6.20 6.20 6.21 6.20 6.20 6.21 6.20
5.95 m 3.50 m
< <
6.20 m 6.21 m
"s '1265.53 (o
En mb!" c"!" "# c$m% '$# < 1.75 / λ S /u- ut2l24a0 l Mto-o 22-o Co<c2oal
C#
$. 7K2cac23 - la sultat : A
F
C
D
E
L
M
N
Ñ
O
P
J
X
Y
,
2
;
l
0
s
t
u
<
Co :
= P7NTO A F C D E G H I " L M N Ñ
9 cot0amos la cuac2
1).+#(
R
6?A T?m#B 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10 624
X mB 10.30 7.33 4.35 2.85 1.35 0.00 1.35 2.85 4.35 7.33 10.30 10.30 7.33 4.35 2 85
).))) X
).))) X 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 000
R Y 4.58 4.58 4.58 4.58 4.58 4.58 4.58 4.58 4.58 4.58 4.58 2.97 2.97 2.97 2 97
Q).)'1 Y QR ).)'1 Y 0.327 0.327 0.327 0.327 0.327 0.327 0.327 0.327 0.327 0.327 0.327 0.211 0.211 0.211 0 211
o / 0 s t u < > ! 4 A F C D E G H I "
10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624 10.624
4.35 7.33 10.30 10.30 7.33 4.35 2.85 1.35 0.00 1.35 2.85 4.35 7.33 10.30 10.30 7.33 4.35 2.85 1.35 0.00 1.35 2.85 4.35 7.33
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.00 0.00 0.00 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.35 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10
0.000 0.000 0.000 0.096 0.096 0.096 0.096 0.096 0.096 0.096 0.096 0.096 0.096 0.096 0.221 0.221 0.221 0.221 0.221 0.221 0.221 0.221 0.221 0.221
*
) C#$
C#(
3.23 m
+
( C1'
C1&
2.70 m
,
-
C1+ PD= PL= MDX= MLX= MDY= MLY=
C1' 11.00 3.00 0.40 0.15 0.20 0.10
tn/m tn/m tn/m tn/m tn/m tn/m
PD= P L= MDX= MLX= MDY= MLY=
C1% PD= PL= MDX= MLX= MDY= MLY=
49.90 tn/m 17.74 tn/m 0.90 tn/m 0.36 tn/m 0.10 tn/m 0.05 tn/m
PD= PL= MDX= MLX= MDY= MLY=
C#) 34.00 tn 8.00 tn 1.50 tn 0.45 tn 0.16 tn 0.10 tn
PD= P L= MDX= MLX= MDY= MLY=
C## PD= PL= MDX= MLX= MDY= MLY=
C
C 47.6 tn 13.0 tn 0.9 tn/m 0.2 tn/m 0.2 tn/m 0.1 tn/m
PD= PL= MDX= MLX= MDY= MLY=
C#$ 25.11 tn 6.00 tn 0.30 tn 0.10 tn 0.15 tn 0.05 tn
PD= P L= MDX= MLX= MDY= MLY=
C 47.6 tn 13.0 tn 0.9 tn 0.2 tn 0.2 tn 0.1 tn
PD= PL= MDX= MLX= MDY= MLY=
&
G
H
I
" 1.+1*
6
K
c
S
-
T
7
f
1.+1* 1.$*
m
o
/ 1.$*
>
!
4
A
3 :
T?m#B 10.297 10.297 10.297 10.297 10.297 10.297 10.297 10.297 10.297 10.297 10.297 10.412 10.412 10.412 10 412
02f2cac23 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27 900
O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U
10.624 10.624 10.624 10.720 10.720 10.720 10.720 10.720 10.720 10.720 10.720 10.720 10.720 10.720 10.845 10.845 10.845 10.845 10.845 10.845 10.845 10.845 10.845 10.845
27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900
O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U
& 18.40 tn 5.00 tn 1.96 tn 0.85 tn 1.45 tn 0.32 tn
1 25.11 tn 6.00 tn 0.30 tn 0.10 tn 0.15 tn 0.05 tn
( 34.00 tn 8.00 tn 1.50 tn 0.45 tn 0.16 tn 0.10 tn
(. Ac0o la /lata : ANAS DE DISEÑO :
ANA
ANA I
#.%& m
ANA II
(.(& m
ANA
K
K1
P7NTOS
20.60 20.60 20.60 20.60 9.43 9.43 9.43 9.43 9.43 9.43
1.62 2.97 3.10 1.75 2.98 4.48 2.85 2.85 4.48 2.98
(+K)/2 (+)/2 ('+)/2 (+)/2 (+)/2 (+)/2 (E+)/2 (+)/2 (+-)/2 (K+)/2
t?m# 10.30 10.53 10.72 10.97 10.63 10.63 10.63 10.63 10.63 10.63
#.&* m
61 TB
6# TB
6$ TB
6( TB
6* TB
61.2 34.26 38.818 66.76 66.76 95.2 55.09 55.09 95.2 66.76
88.74 100.018 101.966 95.2 38.818 101.966 25.924 25.924 101.966 38.818
45.354 20.5 25.924 55.09 34.26 100.018 20.5 20.5 100.018 34.26
45.354 20.5 25.924 55.09 61.2 69.7 45.354 45.354 69.7 61.2
88.74 100.018 101.966 95.2 0.00 0.00 0.00 0.00 0.00 0.00
DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;a I : 57.44
83.29
*.%* m
42.57
$.)) m
#.') m
#) cm
B
A #+.#1
*#.(
+.++
*$.*%
*.(
1$.$#
A1oos A3 B3)3* Mu= d= =
7= 8= 9=
5359000.00 55.135 11.027 0.9 11.5 5
kg - cm cm Asumiendo 3/4" cm ver norma E.00 - !E cm cm
D
C
4= 45c=
4200 kg/cm2 210 kg/cm2
1$.$#
#$eraciones
As :cm;<
:cm<
2%.570% 2.7224 2.54% 2.523 2.522
4.12 3.%933 3.%%34 3.%%31 3.%%30
&or 'o $an$o(
= .>> As= 26.6# As:mi?<= !6.0 USANDO N 6 S=
Us !N6
0.! m
cm; cm; 1'.#' cm
@iccio? d@ cu?i )* )+* )min* )ma,*
0.0030 0.0213 0.001% 0.01
Emi?
Emi?
FEF
FEF
Em'
0.001%
0.001%
0.0030
0.0030
0.01
C+AROS AB3)* Mu= d= =
7= 8= 9=
230000.00 55.135 11.027 0.9 11.5 5
kg - cm cm Asumiendo 3/4" cm ver norma E.00 - !E cm cm
4= 45c=
4200 kg/cm2 210 kg/cm2
o
#$eraciones
As :cm;<
:cm<
14.0215 12.%575 12.%374 12.%371 12.%371
2.042% 1.%733 1.%703 1.%703 1.%703
&or 'o $an$o(
= !.> As= !2.>K As:mi?<= !6.0 USANDO N 6 S=
Us !N6
0.2> m
cm; cm; #&.'# cm
@iccio? d@ cu?i )* )+* )min* )ma,*
0.0014 0.0213 0.001% 0.01
Emi?
Emi?
FEF
FEF
Em'
0.001%
0.001%
0.0014
0.0014
0.01
o
DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;a II :
52.71
153.89
*.%* m #) cm
$.)) m
G $(.1)
+&.#
&.+'
+&.#)
A1oos G3 H3(3+ Mu= d= =
7= 8= 9=
%43000.00 55.135 11.027 0.9 29.50 m 5
kg - cm cm Asumiendo 3/4" cm ver norma E.00 - !E cm cm
4= 45c=
#$eraciones
As :cm;<
:cm<
3.4%25 33.719 2.3532 2.210% 2.20%1
2.%952 2.759 2.0913 2.0%00 2.079%
&or 'o $an$o(
=
2.0>
Us !N6
0.2> m
4200 k 210 k
As= 26.2! As:mi?<= 2L.K USANDO N 6 S=
cm; cm; #&.'# cm
@iccio? d@ cu?i )* )+* )min* )ma,*
0.001 0.0213 0.001% 0.01
Emi?
Emi?
FEF
FEF
0.001%
0.001%
0.001
0.001
C+AROS GH3(+ Mu= d= =
7= 8= 9=
3421000.00 55.135 11.027 0.9 29.5 5
kg - cm cm Asumiendo 3/4" cm ver norma E.00 - !E cm cm
#$eraciones
&or 'o $an$o(
As :cm;<
:cm<
1%.23% 1.331 1.13 1.134 1.134
1.4474 1.3200 1.31%4 1.31%4 1.31%4
4= 45c=
4200 k 210 k
= !.2 As= !6.6! As:mi?<= 2L.K USANDO N 6 S=
Us !N6
0.2> m
cm; cm; #&.'# cm
@iccio? d@ cu?i )* )+* )min* )ma,*
0.0010 0.0213 0.001% 0.01
Emi?
Emi?
FEF
FEF
0.001%
0.001%
0.0010
0.0010
DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;a III :
59.26
155.66
*.%* m
39.58
$.)) m
#.') m
#) cm
N
M $+.
%$O
Ñ
%.#*
'.(%
'#.''
'#.''
1&.*)
1&.*
A1oos M3N3,3Mu= d= =
7= 8= 9=
7300000.00 55.135 11.027 0.9 310 5
4= 45c=
kg - cm cm Asumiendo 3/4" cm ver norma E.00 - !E cm cm
4200 kg/cm2 210 kg/cm2
#$eraciones
As :cm;<
:cm<
3%.9190 35.9912 35.91% 35.9150 35.9149
2.9540 2.731% 2.721 2.720 2.720
&or 'o $an$o(
= As= As:mi?<= USANDO
2. #.L! 0. N 6 S=
Us !N6
0.2K m
cm; cm; #(.+) cm
@iccio? d@ cu?i )* )+*
0.0021 0.0213
Emi?
Emi?
FEF
FEF
Em'
0.001%
0.001%
0.0021
0.0021
0.01
o
)min* )ma,*
0.001% 0.01
C+AROS MN3,Mu= d= =
7= 8= 9=
351000.00 55.135 11.027 0.9 310 5
4= 45c=
kg - cm cm Asumiendo 3/4" cm ver norma E.00 - !E cm cm
4200 kg/cm2 210 kg/cm2
#$eraciones
As :cm;<
:cm<
19.44% 17.752 17.7351 17.734% 17.734%
1.4774 1.3477 1.341 1.341 1.341
&or 'o $an$o(
= !.# As= !. As:mi?<= 0. USANDO N 6 S=
Us !N6
0.2> m
cm; cm; #&.'# cm
@iccio? d@ cu?i )*
0.0010
Emi?
Emi?
FEF
FEF
Em'
)+* )min* )ma,*
0.0213 0.001% 0.01
0.001%
0.001%
0.0010
0.0010
0.01
o
DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;a I :
63.79
90.96
*.%* m
$.)) m
#) cm
S
R #%.+1
*%.#$
'.*$
*%.#$
A1oos R3S33/ Mu= d= =
7= 8= 9=
5943000.00 55.135 11.027 0.9 175 5
kg - cm cm Asumiendo 3/4" cm ver norma E.00 - !E cm cm
4= 45c=
4200 k 210 k
#$eraciones
As :cm;<
:cm<
31.%43 29.1% 29.5%59 29.5%31 29.5%30
4.201 3.9%%1 3.9779 3.977 3.9775
&or 'o $an$o(
= .L> As= 2L.#> As:mi?<= !. USANDO N 6 S=
Us !N6
0.!6 m
cm; cm; 1+.&+ cm
@iccio? d@ cu?i )* )+* )min* )ma,*
0.0031 0.0213 0.001% 0.01
Emi?
Emi?
FEF
FEF
0.001%
0.001%
0.0031
0.0031
C+AROS RS3/ Mu= d= =
7= 8= 9=
2971000.00 55.135 11.027 0.9 175 5
kg - cm cm Asumiendo 3/4" cm ver norma E.00 - !E cm cm
4= 45c=
4200 k 210 k
#$eraciones
As :cm;<
:cm<
15.%395 14.533 14.512% 14.5123 14.5123
2.1297 1.9545 1.9513 1.9512 1.9512
&or 'o $an$o(
= As= As:mi?<= USANDO
!.L# !K.#! !. N 6 S=
Us !N6
0.2> m
cm; cm; #&.'# cm
@iccio? d@ cu?i )* )+* )min* )ma,*
0.0015 0.0213 0.001% 0.01
Emi?
Emi?
FEF
FEF
0.001%
0.001%
0.0015
0.0015
0a;a NV
Wmo-2f t?m#B
11.02 11.02 7.80 II 7.80 7.97 III 7.97 11.51 I 11.51 8.90 8.90 9.66 I 9.66 8.05 II 8.05 8.05 III 9.66 9.66 IX 9.66 8.90 X 8.90 *.Q 0f2cac23 - la fu04a co0tat la /lata :
I
!n & :m$& ;
Vu
=
K cmB = - cmB = f´c ?cm#B = =
TamK2 :
1.0 * q´*
L '$# #" & $# c!tnt# ct$nt#
2
100.00 55.14 210.00 0.85
ØVc
=
Ø * 0.53 * f ´c * b * d
c =
35994.14 kg
c =
E" d#c ;
0a;a NV
I
II
III
I
I
II
35.99
-n
´ t?m#B 11.02 11.02 11.02 11.02 11.02 7.80 7.80 7.80 7.80 7.80 7.97 7.97 7.97 7.97 7.97 11.51 11.51 11.51 11.51 11.51 8.90 8.90
L mB 5.95 3.00 2.70 3.00 5.95 5.95 3.00 2.70 3.00 5.95 5.95 3.00 2.70 3.00 5.95 5.95 3.00 2.70 3.00 5.95 3.23 2.70
u 32. 16. 14. 16. 32. 23. 11. 10. 11. 23. 23. 11. 10. 11. 23. 34. 17. 15. 17. 34. 14. 12.
8.90 9.66 9.66 9.66 8.05 8.05 8.05 8.05
3.50 3.23 2.70 3.50 3.23 2.70 3.50 3.23
15. 15. 13. 16. 13. 10. 14. 13.
8.05 8.05 9.66 9.66 9.66 8.90 8.90 8.90
III
IX
X
Luo :
u ma> =
$(.#$
Z c
2.70 3.50 3.23 2.70 3.50 3.23 2.70 3.50
=
10. 14. 15. 13. 16. 14. 12. 15.
$*.%%
O" UUUB
1.+# m
#.%' m ANA III
ANA IX
ANA X $.1) m
1.'* m
#.&* m
6+ TB 61.2 34.26 38.818 66.76 0.00 0.00 0.00 0.00 0.00 0.00
(.(& m
Ca0a ´ t?m#B /0om-. t mo-2f2c. 366.58 11.02 476.28 7.80 509.00 7.97 414.78 11.51 249.67 8.90 407.80 9.66 216.32 8.05 216.32 8.05 407.80 9.66 249.67 8.90
0.94 1.54 1.53 0.96 1.24 1.11 1.47 1.47 1.11 1.24
#.%& m
61´ TB 57.44 52.71 59.26 63.79 82.91 105.82 81.14 81.14 105.82 82.91
6#´ TB 83.29 153.89 155.66 90.96 48.21 113.34 38.18 38.18 113.34 48.21
6$´ TB 42.57 31.54 39.58 52.64 42.55 111.17 30.19 30.19 111.17 42.55
6(´ TB 42.57 31.54 39.58 52.64 76.01 77.47 66.80 66.80 77.47 76.01
6*´ TB 83.29 153.89 155.66 90.96 0.00 0.00 0.00 0.00 0.00 0.00
6+´ TB 57.44 52.71 59.26 63.79 0.00 0.00 0.00 0.00 0.00 0.00
42.57
83.29 *.%* m
$.)) m
57.44
#) cm
@K1= 1'.&) t?m
)
+.++
* #+.$
*#.*%
*#.+
A1oos C3D Mu= d= =
7= 8= 9=
1332000.00 55.135 11.027 0.9 11.5 5
kg - cm cm cm ver norma E.00 - !E cm cm
Asumiendo 3/4"
4= 45c=
4200 210 k
#$eraciones
As :cm;<
:cm<
7.1014 .451% .442 .441 .441
1.034 0.9400 0.9392 0.9392 0.9392
&or 'o $an$o(
= 0.LK As= 6.K# As:mi?<= !6.0 USANDO N 6 S=
Us !N6
0.2> m
cm; cm; #&.'# cm
@iccio? @iccio? d@ cu?i )* )+* )min* )ma,*
0.0007 0.0213 0.001% 0.01
Emi?
Emi?
FEF
FEF
0.001%
0.001%
0.0007
0.0007
C+AROS BC3CD3D) Mu= d= =
7= 8= 9=
000.00 55.135 11.027 0.9 11.5 5
kg - cm cm cm ver norma E.00 - !E cm cm
Asumiendo 3/4"
4= 45c=
4200 210 k
#$eraciones
As :cm;<
:cm<
3.5507 3.2107 3.2092 3.2092 3.2092
0.5173 0.47% 0.47 0.47 0.47
&or 'o $an$o(
= 0.K As= .2! As:mi?<= !6.0 USANDO N 6 S=
Us !N6
0.2> m
cm; cm; #&.'# cm
@iccio? d@ cu?i )* )+* )min* )ma,*
31.54 #.') m
31.54
$.)) m
0.0004 0.0213 0.001% 0.01
153.89 *.%* m
Emi?
Emi?
FEF
FEF
0.001%
0.001%
0.0004
0.0004
52.71
#) cm
@K1= #$.1# t?m
'.)#
1'.$(
&.+'
1'.$(
$(.#1
+&.($
+&.($
A1oos I3J g/cm2 /cm2
Mu= d= =
7= 8= 9=
1734000.00 55.135 11.027 0.9 29.5 5
kg - cm cm cm ver norma E.00 - !E cm cm
Asumiendo 3/4"
#$eraciones
As :cm;<
:cm<
9.244 %.3759 %.370 %.370 %.370
0.733 0.47 0.43 0.43 0.43
&or 'o $an$o(
=
0.66
Us !N6
As= >. As:mi?<= 2L.K USANDO N 6 S=
cm; cm; #&.'# cm
@iccio? d@ cu?i Em' 0.01
)* )+* )min* )ma,*
o
0.0005 0.0213 0.001% 0.01
Emi?
Emi?
0.001%
0.001%
C+AROS HI3IJ3J(
g/cm2 /cm2
Mu= d= =
7= 8= 9=
%7000.00 55.135 11.027 0.9 29.5 5
kg - cm cm cm ver norma E.00 - !E cm cm
#$eraciones
&or 'o $an$o(
As :cm;<
:cm<
4.223 4.1739 4.172 4.172 4.172
0.3% 0.3312 0.3311 0.3311 0.3311
Asumiendo 3/4"
= 0. As= K.! As:mi?<= 2L.K USANDO N 6 S=
Us !N6 cm; cm; #&.'# cm
@iccio? d@ cu?i Em' 0.01
)* )+* )min* )ma,*
o
39.58
155.66 *.%* m
$.)) m
59.26
#) cm
@K1= #(.'1 t?m
,
%.#*
-
$+.*1
0.0003 0.0213 0.001% 0.01
Emi?
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0.001%
0.001%
'$
'$
A1oos Ñ3O Mu= d= =
7= 8= 9=
1%50000.00 55.135 11.027 0.9 310 5
kg - cm cm cm ver norma E.00 - !E cm cm
4= 45c=
Asumiendo 3/4"
4200 210 k
#$eraciones
As :cm;<
:cm<
9.%30 %.9374 %.9317 %.931 %.931
0.74% 0.7%4 0.779 0.779 0.779
&or 'o $an$o(
= 0.6> As= >.L As:mi?<= 0. USANDO N 6 S=
Us !N6
0.2> m
cm; cm; #&.'# cm
@iccio? d@ cu?i )* )+*
0.0005 0.0213
Emi?
Emi?
FEF
FEF
0.001%
0.001%
0.0005
0.0005
)min* )ma,*
0.001% 0.01
C+AROS NÑ3ÑO3O, Mu= d= =
7= 8= 9=
925000.00 55.135 11.027 0.9 310 5
kg - cm cm cm ver norma E.00 - !E cm cm
4= 45c=
Asumiendo 3/4"
4200 210 k
#$eraciones
As :cm;<
:cm<
4.9315 4.4535 4.4520 4.4520 4.4520
0.3743 0.33%0 0.3379 0.3379 0.3379
&or 'o $an$o(
= 0.K As= K.K# As:mi?<= 0. USANDO N 6 S=
Us !N6
0.2> m
cm; cm; #&.'# cm
@iccio? d@ cu?i )*
0.0003
Emi?
Emi?
FEF
FEF
)+* )min* )ma,*
0.0213 0.001% 0.01
0.001%
0.001%
0.0003
0.0003
52.64 #.') m
52.64
90.96 *.%* m
$.)) m
63.79
#) cm
@K1= #).1$ t?m
+.1
1*.)+
U
T
/
'.*$
1*.)+
#%.'1
*%.($
*%.($
A1oos T3U g/cm2 /cm2
Mu= d= =
7= 8= 9=
150000.00 55.135 11.027 0.9 175 5
kg - cm cm cm ver norma E.00 - !E cm cm
Asumiendo 3/4"
#$eraciones
As :cm;<
:cm<
%.0290 7.297 7.2910 7.2909 7.2909
1.0795 0.9%12 0.9%03 0.9%03 0.9%03
&or 'o $an$o(
= 0.L> As= .2L As:mi?<= !. USANDO N 6 S=
Us !N6 cm; cm; #&.'# cm
@iccio? d@ cu?i Em' 0.01
)* )+* )min* )ma,*
o
0.000% 0.0213 0.001% 0.01
Emi?
Emi?
0.001%
0.001%
C+AROS ST3TU3U
g/cm2 /cm2
Mu= d= =
7= 8= 9=
753000.00 55.135 11.027 0.9 175 5
kg - cm cm cm ver norma E.00 - !E cm cm
Asumiendo 3/4"
#$eraciones
As :cm;<
:cm<
4.0145 3.30% 3.291 3.291 3.291
0.539% 0.4%%2 0.4%%0 0.4%79 0.4%79
&or 'o $an$o(
= 0.KL As= .6 As:mi?<= !. USANDO N 6 S=
Us !N6 cm; cm; #&.'# cm
@iccio? d@ cu?i Em' 0.01
o
)* )+* )min* )ma,*
0.0004 0.0213 0.001% 0.01
Emi?
Emi?
0.001%
0.001%
TB 78 53 88 53 78 20 70 53 70 20 71 96 76 96 71 23 26 53 26 23 37 01 57 61 05 91 00 87 09 00
87 09 61 05 91 37 01 57
ANA I
ANA II
ANA III
ANA I
g/cm2 /cm2
Em' 0.01
g/cm2 /cm2
o
Em' 0.01
o
4= 45c=
0.2> m
4200 kg/cm2 210 kg/cm2
FEF
FEF
Em'
0.0005
0.0005
0.01
4= 45c=
4200 kg/cm2 210 kg/cm2
o
0.2> m
FEF
FEF
Em'
0.0003
0.0003
0.01
o
g/cm2 /cm2
Em' 0.01
o
g/cm2 /cm2
Em'
0.01
o
4= 45c=
4200 kg/cm2 210 kg/cm2
0.2> m
FEF
FEF
Em'
0.000%
0.000%
0.01
4= 45c=
4200 kg/cm2 210 kg/cm2
o
0.2> m
FEF
FEF
Em'
0.0004
0.0004
0.01
o
(. Ac0o la /lata : ANAS DE DISEÑO :
ANA
ANA I
#.%& m
ANA II
(.(& m
ANA
K
K1
P7NTOS
20.60 20.60 20.60 20.60 9.43 9.43 9.43 9.43 9.43 9.43
1.62 2.97 3.10 1.75 2.98 4.48 2.85 2.85 4.48 2.98
(+K)/2 (+)/2 ('+)/2 (+)/2 (+)/2 (+)/2 (E+)/2 (+)/2 (+-)/2 (K+)/2
t?m# 10.30 10.53 10.72 10.97 10.63 10.63 10.63 10.63 10.63 10.63
#.&* m
61 TB
6# TB
6$ TB
6( TB
6* TB
61.2 34.26 38.818 66.76 66.76 95.2 55.09 55.09 95.2 66.76
88.74 100.018 101.966 95.2 38.818 101.966 25.924 25.924 101.966 38.818
45.354 20.5 25.924 55.09 34.26 100.018 20.5 20.5 100.018 34.26
45.354 20.5 25.924 55.09 61.2 69.7 45.354 45.354 69.7 61.2
88.74 100.018 101.966 95.2 0.00 0.00 0.00 0.00 0.00 0.00
DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;as ! X: 82.91
48.21
$.#$ m
42.55
#.') m
$.*) m
1* cm
G
A
M
1).&1
#+.)$
&.)*
#+.)$
#+.'(
A1oos A3 G3M3N Mu= d= =
7= 8= 9=
274000.00 55.135 11.027 0.9 297.5 5
kg - cm cm Asumiendo 3/4" cm ver norma E.00 - !E cm cm
4= 45c=
4200 kg/cm2 210 kg/cm2
R
#$eraciones
As :cm;<
:cm<
14.251 12.930 12.9509 12.950% 12.950%
1.1275 1.0253 1.0243 1.0243 1.0243
&or 'o $an$o(
= As= As:mi?<= USANDO
!.02 !2.L# 2L.#2 N 6 S=
Us !N6
0.2> m
cm; cm; #&.'# cm
@iccio? d@ cu?i )* )+* )min* )ma,*
0.000% 0.0213 0.001% 0.01
Emi?
Emi?
FEF
FEF
Em'
0.001%
0.001%
0.000%
0.000%
0.01
o
DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;as I! IX:
105.82
113.34
$.#$ m
111.17
#.') m
$.*) m
1* cm
B
H
N
S
1'.+'
$'.+*
1$.1*
$'.+*
($.')
A1oos B3H3N3S Mu= d= =
7= 8= 9=
4370000.00 55.135 11.027 0.9 447.5 5
kg - cm cm Asumiendo 3/4" cm ver norma E.00 - !E cm cm
4= 45c=
4200 kg/cm2 210 kg/cm2
#$eraciones
As :cm;<
:cm<
23.29%1 21.203% 21.1%24 21.1%22 21.1%22
1.2250 1.1149 1.113% 1.113% 1.113%
&or 'o $an$o(
= As= As:mi?<= USANDO
!.!! 2!.!> KK.K! N 6 S=
Us !N6
0.2> m
cm; cm; #&.'# cm
@iccio? d@ cu?i )* )+* )min* )ma,*
0.0009 0.0213 0.001% 0.01
Emi?
Emi?
FEF
FEF
Em'
0.001%
0.001%
0.0009
0.0009
0.01
o
DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;as II! III:
81.14
38.18
$.#$ m
30.19
#.') m
$.*) m
1* cm
C
I
Ñ
T
%.$'
1%.%+
+.%'
1%.%+
#$.1'
A1oosC3I3Ñ3T Mu= d= =
7= 8= 9=
2317000.00 55.135 11.027 0.9 2%5 5
kg - cm cm Asumiendo 3/4" cm ver norma E.00 - !E cm cm
4= 45c=
#$eraciones
As :cm;<
:cm<
12.352% 11.2213 11.2117 11.211 11.211
1.019% 0.924 0.925 0.925 0.925
0.L !!.2!
cm;
&or 'o $an$o(
= As=
Us !N6
0.2> m
4200 kg/cm2 210 kg/cm2
As:mi?<= 2>.2> USANDO N 6 S=
cm; #&.'# cm
@iccio? d@ cu?i )* )+* )min* )ma,*
0.0007 0.0213 0.001% 0.01
Emi?
Emi?
FEF
FEF
Em'
0.001%
0.001%
0.0007
0.0007
0.01
o
1.+# m
#.%' m ANA III
ANA IX
ANA X $.1) m
1.'* m
#.&* m
6+ TB 61.2 34.26 38.818 66.76 0.00 0.00 0.00 0.00 0.00 0.00
(.(& m
Ca0a /0om-. tB 366.58 476.28 509.00 414.78 249.67 407.80 216.32 216.32 407.80 249.67
´ t?m#B mo-2f2c. 11.02 7.80 7.97 11.51 8.90 9.66 8.05 8.05 9.66 8.90
0.94 1.54 1.53 0.96 1.24 1.11 1.47 1.47 1.11 1.24
#.%& m
61´ TB 57.44 52.71 59.26 63.79 82.91 105.82 81.14 81.14 105.82 82.91
6#´ TB 83.29 153.89 155.66 90.96 48.21 113.34 38.18 38.18 113.34 48.21
6$´ TB 42.57 31.54 39.58 52.64 42.55 111.17 30.19 30.19 111.17 42.55
6(´ TB 42.57 31.54 39.58 52.64 76.01 77.47 66.80 66.80 77.47 76.01
6*´ TB 83.29 153.89 155.66 90.96 0.00 0.00 0.00 0.00 0.00 0.00
6+´ TB 57.44 52.71 59.26 63.79 0.00 0.00 0.00 0.00 0.00 0.00
76.01
1* cm @K1= #+.(& t?m
1#.%*
#+.'(
C+AROS AG3GM3MR Mu= d= =
7= 8= 9=
1295000.00 55.135 11.027 0.9 297.5 5
kg - cm cm cm ver norma E.00 - !E cm cm
Asumiendo 3/4"
4= 45c=
#$eraciones
As :cm;<
:cm<
.9041 .244 .2417 .241 .241
0.540 0.4939 0.4937 0.4937 0.4937
&or 'o $an$o(
= 0.KL As= 6.2K As:mi?<= 2L.#2 USANDO N 6 S=
Us !N6
0.2> m
cm; cm; #&.'# cm
@iccio? d@ cu?i )* )+* )min* )ma,*
77.47
1* cm @K1= ($.#* t?m
0.0004 0.0213 0.001% 0.01
Emi?
Emi?
FEF
0.001%
0.001%
0.0004
#).*1
($.'
C+AROS AG3GM3MR Mu= d= =
7= 8= 9=
2051000.00 55.135 11.027 0.9 447.5 5
kg - cm cm cm ver norma E.00 - !E cm cm
Asumiendo 3/4"
4= 45c=
#$eraciones
As :cm;<
:cm<
10.934 9.%927 9.%%7% 9.%%7% 9.%%7%
0.5749 0.5202 0.5199 0.5199 0.5199
&or 'o $an$o(
= 0.#2 As= L.>L As:mi?<= KK.K! USANDO N 6 S=
Us !N6
0.2> m
cm; cm; #&.'# cm
@iccio? d@ cu?i )* )+* )min* )ma,*
66.80
1* cm @K1= ##.%( t?m
0.0004 0.0213 0.001% 0.01
Emi?
Emi?
FEF
0.001%
0.001%
0.0004
1).&'
#$.1'
C+AROS CI 3IÑ3 ÑT Mu= d= =
7= 8= 9=
10%7000.00 55.135 11.027 0.9 2%5 5
kg - cm cm cm ver norma E.00 - !E cm cm
Asumiendo 3/4"
4= 45c=
#$eraciones
As :cm;<
:cm<
5.7952 5.23%4 5.232 5.232 5.232
0.47%4 0.4325 0.4323 0.4323 0.4323
0.K #.2K
cm;
&or 'o $an$o(
= As=
Us !N6
0.2> m
As:mi?<= 2>.2> USANDO N 6 S=
cm; #&.'# cm
@iccio? @iccio? d@ cu?i )* )+* )min* )ma,*
0.0003 0.0213 0.001% 0.01
Emi?
Emi?
FEF
0.001%
0.001%
0.0003
ANA I
ANA II
ANA III
ANA I
4200 kg/cm2 210 kg/cm2
FEF
Em'
0.0004
0.01
o
4200 kg/cm2 210 kg/cm2
FEF
Em'
0.0004
0.01
o
4200 kg/cm2 210 kg/cm2