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Z = 14.0 m R4 a = 0.170 d = 455
10 < 14 < 455
1.059
Ftr = T2 R4 = 0.74
33.33 m/s
26.12
26.20
262.00
-13.10
-131.00
VISTA EN PLA
=0.048 ^2
=
= /10)(
=(14.0/10)^0.170=
= 120 / =
=(1.059)(0.74)(33.33)= /^2
=0.048 (0.80) (26.12) 2 = / 2
Pz=(26.20)(10) = /^2
=0.048 (0.40) (26.12) 2 = / 2
Pz=(13.10)(10) = /^2
3.00
3.00
2.50
6.00 6.00 6.00
Zona de Grandes Edificios R4
Valle de Mexico T2
NIVEL 4
NIVEL 2
NIVEL 5
NIVEL 3
2.50
3.00
14.00
6.00
NIVEL 1
262!"#
131!"#
1
2
3
4
5
6
$
%
&
10
11
12
13
14
15
16
1$
1% 24
23
22
21
20
1&
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LOZA E AZOTEA NIVEL 5
Loza 2400(0.10)= 240 k/m2
!"tortado 2100(0.025)= 52.5 k/m2
#m$%rm%a. 1&00(0.02)= 36 k/m2
R'F = 40 k/m2
'= 36&.5 k/m2
'*= 250 k/m2
61&.5k/m2
*#+, (0.40)(0.40)(2400)= 3&4.00 k/m
(61&.50)(9)= 5566.5 k/6m = 927.75 k/m
3&4.00 k/m
1311.75 k/m
!"#$ %"& '*+$= 208.32,-/1520.07 ,-/
(61&.50)(9)= 5566.5 k/6m = 927.75 k/m3&4.00 k/m
1311.75 k/m
!"#$ "#+*&"*= 5150 k/m6461.75 k/m
_=_=
_
=
_
=
6
6
& #2
& #2
& #2
& #2
0.40
0.35
0.30
1520 !"#
6462!
"#
1520 !"#
1520 !"# 1520 !"#
6462!
"#
6462!
"#
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Loza de Entrepiso NIVEL 4
Loza 2400(0.10)= 240 k/m2
%ao" 2100(0.02)= 42 k/m2
"ta 2100(0.01)= 21 k/m2
osao = 35 k/m2
R'F = 40 k/m2'= 37& k/m2
'*= 170 k/m2
54& k/m2
*a (0.40)(0.50)(2400)= 4&0.00
(54&.00)(9)= 4932 k/6m = &22.00
4&0.00
1302.00
!"#$ %" "#+*&"*= 5150
6452.00
(54&.00)(9)= 4932 k/6m = &22.00
4&0.00
$%so d% t"ao= 208.32
1510.32
_=
_=
_=
6
6
& #2
& #2
& #2
& #2
1510 !"#
6452
!
"#
1510 !"#
1510 !"# 1510 !"#
1510 !"# 1510 !"#
6452
!
"#
6452
!
"#
6452
!
"#
0.40
0.30
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Loza de entrepiso NIVEL 3
Loza 2400(0.10)= 240 k/m2
%ao" 2100(0.02)= 42 k/m2
"ta 2100(0.01)= 21 k/m2+ra"to = 65 k/m2
R'F = 40 k/m2
'= 40& k/m2
'*= 250 k/m2
65& k/m2
*a (0.40)(0.50)(2400)= 4&0.00 k/m
(65&.00)(9)= 5922 k/6m = 9&7.00 k/m
4&0.00 k/m
1467.00 k/m
!"#$ %" "#+*&"*= 5150 k/m6617.00 k/m
(65&.00)(9)= 5922 k/6m = 9&7.00 k/m
4&0.00 k/m
1467.00 k/m
$%so d% t"ao= 208.32 ,-/1675.32 ,-/
_=
_=
_=
6
6
& #2
& #2
& #2
& #2
0.50
16$5 !"#
661$
!
"#
16$5 !"# 16$5 !"#
16$5 !"# 16$5 !"# 16$5 !"#
661$
!
"#
661$
!
"#
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Loza de Entrepiso NIVEL 2
Loza 2400(0.10)= 240 k/m2
%ao" 2100(0.02)= 42 k/m2
"ta 2100(0.01)= 21 k/m2
,z%o = 15 k/m2
R'F = 40 k/m2
'= 35& k/m2
'*= 350 k/m2
70& k/m2
*a (0.50)(0.50)(2400)= 600.00
(70&.00)(9)= 6372 k/6m = 1062.00 k/m
600.00 k/m
1662.00 k/m!"#$ %" "#+*&"*= 5150 k/m6812.00 k/m
(70&.00)(9)= 6372 k/6m = 1062.00 k/m
600.00 k/m
1662.00 k/m
$%so d% t"ao= 208.32 ,-/1870.32 ,-/
_=
_
=
_
=
0.60
0.50
0.50
1%$0 !"#
6%12
!"#
1%$0 !"# 1%$0 !"#
1%$0 !"# 1%$0 !"# 1%$0 !"#
6%12
!"#
6%12
!"#
6%12
!"#
6
6
& #2
& #2
& #2
& #2
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16$5 !"#
1510!"#
1520 !"#
262!"#
131!"#
1
2
3
4
5
6
$
%
&
10
11
12
13
14
15
16
1$
1% 1&
20
21
22
23
24
1%$0 !"#
20&0 !"# 20&0 !"# 20&0 !"#
1%$0 !"# 1%$0 !"#
16$5 !"# 16$5 !"#
1510!"# 1510!"#
1520 !"# 1520 !"#
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Viga 1 (2-6)
21 to"m
250 k/m2
40 m
60 m
4200 k/m2,%ro r"$a 1/ 2$ 1.27 m 1.27
!str8o 3/ & $ 0.95 m 0.71
0.90
200 k/m2
170 k/m2
55.42 m
0.1117m3
1.&&
0.12
'o"t"ar ro%
odar :%
0.0049
0.0023
0.0026 0.0103
0.0152
10.&6 m2
'o"t"ar ro%s
&.55 za 9.00 *aras
&.00
5.76 m2
4.54 za 5.00 *aras
:%$arao" = 2.57 m
_
==_ =
=
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_ #_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=$ =(0.7_&
( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
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Viga 1 (2-8)
s % ; o $ o r F % o "
21 to"m
250 k/m2
40 m60 m
4200 k/m2
,%ro r"$a 1/ 2$ 1.27 m 1.27
!str8o 3/ & $ 0.95 m 0.71
0.90
200 k/m2
170 k/m2
55.42 m
0.1117m3
1.&&
0.12
'o"t"ar ro%
odar :%
0.0049
0.0023
0.0026 0.0103
0.0152
10.&6 m2
'o"t"a
&.55 za 9.00 *aras
&.00
5.76 m2
4.54 za 5.00 *aras
:%$arao" = 2.57 m
_
=
=_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_ #_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=
$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
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s % ; o $ o r ' o r t a " t %
12 to" 0.0101
0.&0
90
7473.23 k
37616.95 k
62694.92 k
4526.77 25616.95
50694.92
:=0.50d
:=0.25d
4526.77 :=0.50d
5&.41 m
60m
27.71 m 25
13.&5 m 15
5.00
60
3/ &
9.00 1/ 2 25
40
: r%> < 0.015 = s% o"t"ao"?
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__=
2__=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
E#'.
+
:*
:*
7/23/2019 Calculo de Edificio cargas
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Viga 2 (8-14)
s % ; o $ o r F % o "
22 to"m
250 k/m2
40 m60 m
4200 k/m2
,%ro r"$a 1/ 2$ 1.27 m 1.27
!str8o 3/ & $ 0.95 m 0.71
0.90
200 k/m2
170 k/m2
55.42 m
0.1171 m3
1.&&
0.12
'o"t"ar ro%
odar :%
0.0049
0.0023
0.0026 0.0103
0.0152
10.&6 m2
'o"t"a
&.55 za 9.00 *aras
&.00
5.76 m2
4.54 za 5.00 *aras
:%$arao" = 2.57 m
_
=
=_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_ #_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=
$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
7/23/2019 Calculo de Edificio cargas
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s % ; o $ o r ' o r t a " t %
13 to" 0.0101
0.&0
90
7473.23 k
37616.95 k
62694.92 k
5526.77 24616.95
49694.92
:=0.50d
:=0.25d
5526.77 :=0.50d
47.&4 m
50m
27.71 m 25
13.&5 m 15
5.00
60
3/ &
9.00 1/ 2 25
40
: r%> < 0.015 = s% o"t"ao"?
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__=
2__=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
E#'.
+
:*
:*
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Viga 3 (3-9)
s % ; o $ o r F % o "
19 to"m
250 k/m2
40 m60 m
4200 k/m2
,%ro r"$a 1/ 2$ 1.27 m 1.27
!str8o 3/ & $ 0.95 m 0.71
0.90
200 k/m2
170 k/m2
55.42 m
0.1011 m3
1.&9
0.11
'o"t"ar ro%
odar :%
0.0045
0.0019
0.0026 0.0107
0.0152
9.97 m2
'o"t"a
7.&5 za &.00 *aras
7.00
5.76 m2
4.54 za 5.00 *aras
:%$arao" = 3.12 m
_
=
=_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_ #_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=
$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
7/23/2019 Calculo de Edificio cargas
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s % ; o $ o r ' o r t a " t %
11 to" 0.0105
0.&0
90
7272.61 k
37616.95 k
62694.92 k
3727.39 26616.95
51694.92
:=0.50d
:=0.25d
3727.39 :=0.50d
70.93 m
70m
27.71 m 25
13.&5 m 15
5.00
60 3/ &
&.00 1/ 2 25
40
: r%> < 0.015 = s% o"t"ao"?
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__=
2__
=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
E#'.
+
:*
:*
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Viga 4 (9-15)
s % ; o $ o r F % o "
20 to"m
250 k/m2
40 m60 m
4200 k/m2
,%ro r"$a 1/ 2$ 1.27 m 1.27
!str8o 3/ & $ 0.95 m 0.71
0.90
200 k/m2
170 k/m2
55.42 m
0.1064 m3
1.&9
0.11
'o"t"ar ro%
odar :%
0.0045
0.0019
0.0026 0.0107
0.0152
9.97 m2
'o"t"a
7.&5 za &.00 *aras
7.00
5.76 m2
4.54 za 5.00 *aras
:%$arao" = 3.12 m
_
=
=_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_ #_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=
$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
7/23/2019 Calculo de Edificio cargas
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s % ; o $ o r ' o r t a " t %
12 to" 0.0105
0.&0
90
7272.61 k
37616.95 k
62694.92 k
4727.39 25616.95
50694.92
:=0.50d
:=0.25d
4727.39 :=0.50d
55.93 m
55m
27.71 m 25
13.&5 m 15
5.00
60
3/ &
&.00 1/ 2 25
40
: r%> < 0.015 = s% o"t"ao"?
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__=
2__
=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
E#'.
+
:*
:*
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Viga 5 (4-10)
s % ; o $ o r F % o "
15 to"m
250 k/m2
40 m
50 m4200 k/m2
,%ro r"$a 1/ 2$ 1.27 m 1.27
!str8o 3/ & $ 0.95 m 0.71
0.90
200 k/m2
170 k/m2
45.42 m
0.11&& m3
1.&7
0.13
'o"t"ar ro%
odar :%
0.0053
0.0027
0.0026 0.0099
0.0152
9.63 m2
'o"t"a
7.5& za &.00 *aras
7.00
4.72 m2
3.72 za 4.00 *aras
:%$arao" = 3.12 m
_
==_ =
= =_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_ #_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=$ =(0.7_&
( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
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s % ; o $ o r ' o r t a " t %
9 to" 0.0097
0.&0
90
62&9.06 k
30&2&.72 k
513&1.21 k
2710.94 21&2&.72
423&1.21
:=0.50d
:=0.25d
2710.94 :=0.50d
79.93 m
&0m
22.71 m 20
11.35 m 10
4.00
50 3/ &
&.00 1/ 2 20
40
: r%> < 0.015 = s% o"t"ao"?
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__=
2__
=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
E#'.
+
:*
:*
7/23/2019 Calculo de Edificio cargas
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Viga 6 (10-16)
s % ; o $ o r F % o "
16 to"m
250 k/m240 m
50 m
4200 k/m2
,%ro r"$a 1/ 2$ 1.27 m 1.27
!str8o 3/ & $ 0.95 m 0.71
0.90
200 k/m2
170 k/m2
45.42 m
0.126& m3
1.&6
0.14
'o"t"ar ro%
odar :%
0.0057
0.0031
0.0026 0.0095
0.0152
10.35 m2
'o"t"a
&.15 za 9.00 *aras
&.00
4.72 m2
3.72 za 4.00 *aras
:%$arao" = 2.57 m
_
==_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_ #_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
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s % ; o $ o r ' o r t a " t %
9 to" 0.0093
0.&0
90
6453.4& k
30&2&.72 k
513&1.21 k
2546.52 21&2&.72
423&1.21
:=0.50d
:=0.25d
2546.52 :=0.50d
&5.09 m
&5m
22.71 m 20
11.35 m 10
4.00
50
3/ &
9.00 1/ 2 20
40
: r%> < 0.015 = s% o"t"ao"?
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__=
2__=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
E#'.
+
:*
:*
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Viga 7 (5-11)
s % ; o $ o r F % o "
15 to"m
250 k/m2
40 m50 m
4200 k/m2
,%ro r"$a 1/ 2$ 1.27 m 1.27
!str8o 3/ & $ 0.95 m 0.71
0.90
200 k/m2
170 k/m2
45.42 m
0.11&& m3
1.&7
0.13
'o"t"ar ro%
odar :%
0.0053
0.0027
0.0026 0.0099
0.0152
9.63 m2
'o"t"a
7.5& za &.00 *aras
7.00
4.72 m2
3.72 za 4.00 *aras
:%$arao" = 3.12 m
_
=
=_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_ #_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=
$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
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s % ; o $ o r ' o r t a " t %
9 to" 0.0097
0.&0
90
62&9.06 k
30&2&.72 k
513&1.21 k
2710.94 21&2&.72
423&1.21
:=0.50d
:=0.25d
2710.94 :=0.50d
79.93 m
&0m
22.71 m 20
11.35 m 10
4.00
50
3/ &
&.00 1/ 2 20
40
: r%> < 0.015 = s% o"t"ao"?
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__=
2__=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
E#'.
+
:*
:*
7/23/2019 Calculo de Edificio cargas
22/124
Viga 8 (11-17)
s % ; o $ o r F % o "
15 to"m
250 k/m2
40 m50 m
4200 k/m2
,%ro r"$a 1/ 2$ 1.27 m 1.27
!str8o 3/ & $ 0.95 m 0.71
0.90
200 k/m2
170 k/m2
45.42 m
0.11&& m3
1.&7
0.13
'o"t"ar ro%
odar :%
0.0053
0.0027
0.0026 0.0099
0.0152
9.63 m2
'o"t"a
7.5& za &.00 *aras
7.00
4.72 m2
3.72 za 4.00 *aras
:%$arao" = 3.12 m
_
=
=_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_ #_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=
$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
7/23/2019 Calculo de Edificio cargas
23/124
s % ; o $ o r ' o r t a " t %
9 to" 0.0097
0.&0
90
62&9.06 k
30&2&.72 k
513&1.21 k
2710.94 21&2&.72
423&1.21
:=0.50d
:=0.25d
2710.94 :=0.50d
79.93 m
&0m
22.71 m 20
11.35 m 10
4.00
50
3/ &
&.00 1/ 2 20
40
: r%> < 0.015 = s% o"t"ao"?
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__=
2__=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
E#'.
+
:*
:*
7/23/2019 Calculo de Edificio cargas
24/124
Viga 9 (6-12)
s % ; o $ o r F % o "
14 to"m
250 k/m2
40 m50 m
4200 k/m2
,%ro r"$a 1/ 2$ 1.27 m 1.27
!str8o 3/ & $ 0.95 m 0.71
0.90
200 k/m2
170 k/m2
45.42 m
0.1109 m3
1.&&
0.12
'o"t"ar ro%
odar :%
0.0049
0.0023
0.0026 0.0103
0.0152
&.90 m2
'o"t"a
7.01 za &.00 *aras
7.00
4.72 m2
3.72 za 4.00 *aras
:%$arao" = 3.12 m
_
=
=_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_ #_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=
$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
7/23/2019 Calculo de Edificio cargas
25/124
s % ; o $ o r ' o r t a " t %
& to" 0.0101
0.&0
90
6124.64 k
30&2&.72 k
513&1.21 k
1&75.36 22&2&.72
433&1.21
:=0.50d
:=0.25d
1&75.36 :=0.50d
115.54 m
115 m
22.71 m 20
11.35 m 10
4.00
50
3/ &
&.00 1/ 2 20
40
: r%> < 0.015 = s% o"t"ao"?
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__=
2__=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
E#'.
+
:*
:*
7/23/2019 Calculo de Edificio cargas
26/124
Viga 10 (12-18)
s % ; o $ o r F % o "
14 to"m
250 k/m2
40 m50 m
4200 k/m2
,%ro r"$a 1/ 2$ 1.27 m 1.27
!str8o 3/ & $ 0.95 m 0.71
0.90
200 k/m2
170 k/m2
45.42 m
0.1109 m3
1.&&
0.12
'o"t"ar ro%
odar :%
0.0049
0.0023
0.0026 0.0103
0.0152
&.90 m2
'o"t"a
7.01 za &.00 *aras
7.00
4.72 m2
3.72 za 4.00 *aras
:%$arao" = 3.12 m
_
=
=_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_ #_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=
$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
7/23/2019 Calculo de Edificio cargas
27/124
s % ; o $ o r ' o r t a " t %
& to" 0.0101
0.&0
90
6124.64 k
30&2&.72 k
513&1.21 k
1&75.36 22&2&.72
433&1.21
:=0.50d
:=0.25d
1&75.36 :=0.50d
115.54 m
115 m
22.71 m 20
11.35 m 10
4.00
50
3/ &
&.00 1/ 2 20
40
: r%> < 0.015 = s% o"t"ao"?
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__=
2__=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
E#'.
+
:*
:*
7/23/2019 Calculo de Edificio cargas
28/124
Viga 11 (14-20)
s % ; o $ o r F % o "
13 to"m
250 k/m2
40 m50 m
4200 k/m2
,%ro r"$a 1/ 2$ 1.27 m 1.27
!str8o 3/ & $ 0.95 m 0.71
0.90
200 k/m2
170 k/m2
45.42 m
0.1030 m3
1.&9
0.11
'o"t"ar ro%
odar :%
0.0045
0.0019
0.0026 0.0107
0.0152
&.17 m2
'o"t"a
6.43 za 7.00 *aras
6.00
4.72 m2
3.72 za 4.00 *aras
:%$arao" = 3.&5 m
_
=
=_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_ #_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=
$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
7/23/2019 Calculo de Edificio cargas
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s % ; o $ o r ' o r t a " t %
6 to" 0.0105
0.&0
90
5960.22 k
30&2&.72 k
513&1.21 k
39.7& 24&2&.72
453&1.21
:=0.50d
:=0.25d
39.7& :=0.50d
5447.06 m
5445 m
22.71 m 20
11.35 m 10
4.00
50
3/ &
7.00 1/ 2 20
40
: r%> < 0.015 = s% o"t"ao"?
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__=
2__=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
E#'.
+
:*
:*
7/23/2019 Calculo de Edificio cargas
30/124
Viga 12(15-21)
s % ; o $ o r F % o "
11 to"m
250 k/m2
40m50m
4200 k/m2
1/ 2$
1.27 m
!str8o 3/ & $ 0.95 m
0.90
200 k/m2
170 k/m2
45.42 m
0.0&71m3
1.91
0.09
0.0036
0.0026
0.0152
6.54 m2
5.15 za 6.00
5.00
4.72 m2
3.72 za 4.00
:%$arao" = 4.&& m
,%ro r"$a
_
=
=_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
7/23/2019 Calculo de Edificio cargas
31/124
s % ; o $ o r ' o r t a " t %
5 to"
0.&0
90
5590.2& k
30&2&.72 k
513&1.21 k
-590.2&
463&1.21
-590.2& :=0.50d
-367.09
-365
22.71 m
11.35 m
50
6.00 1/ 2
40
= s% o"t"a
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__=
2__=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
:*
7/23/2019 Calculo de Edificio cargas
32/124
Viga 13 (16-22)
s % ; o $ o r F % o "
14 to"m
250 k/m2
40m50m
4200 k/m2
1/ 2$
1.27 m
!str8o 3/ & $ 0.95 m
0.90
200 k/m2
170 k/m2
45.42 m
0.1109 m3
1.&&
0.12
0.0049
0.0026
0.0152
&.90 m2
7.01 za &.00
7.00
4.72 m2
3.72 za 4.00
:%$arao" = 3.12 m
,%ro r"$a
_
=
=_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
7/23/2019 Calculo de Edificio cargas
33/124
s % ; o $ o r ' o r t a " t %
& to"
0.&0
90
6124.64 k
30&2&.72 k
513&1.21 k
1&75.36
433&1.21
1&75.36 :=0.50d
115.54
115
22.71 m
11.35 m
50
&.00 1/ 2
40
= s% o"t"a
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__
= 2__=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
:*
7/23/2019 Calculo de Edificio cargas
34/124
Viga 14 (17-23)
s % ; o $ o r F % o "
12 to"m
250 k/m2
40m60m
4200 k/m2
1/ 2$
1.27 m
!str8o 3/ & $ 0.95 m
0.90
200 k/m2
170 k/m2
55.42 m
0.0639m3
1.93
0.07
0.002&
0.0026
0.0152
6.21 m2
4.&9 za 5.00
4.00
5.76 m2
4.54 za 5.00
:%$arao" = 6.41 m
,%ro r"$a
_
=
=_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
7/23/2019 Calculo de Edificio cargas
35/124
s % ; o $ o r ' o r t a " t %
10.5 to"
0.&0
90
6419.96 k
37616.95 k
62694.92 k
40&0.04
52194.92
40&0.04 :=0.50d
64.&
65
27.71 m
13.&5 m
60
5.00 1/ 2
40
= s% o"t"a
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__=
2__=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
:*
7/23/2019 Calculo de Edificio cargas
36/124
Viga 15 (18-24)
s % ; o $ o r F % o "
14 to"m
250 k/m240m
60m
4200 k/m2
1/ 2$
1.27 m
!str8o 3/ & $ 0.95 m
0.90
200 k/m2
170 k/m2
55.42 m
0.0745m3
1.92
0.0&
0.0032
0.0026
0.0152
7.09 m2
5.5& za 6.005.00
5.76 m2
4.54 za 5.00
:%$arao" = 4.&& m
,%ro r"$a
_
==_ =
=
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" ("
)_ /_=$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_
) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
7/23/2019 Calculo de Edificio cargas
37/124
s % ; o $ o r ' o r t a " t %
& to"
0.&0
90
6620.5& k
37616.95 k
62694.92 k
1379.42
54694.92
1379.42 :=0.50d
191.67
190
27.71 m
13.&5 m
60
6.00 1/ 2
40
= s% o"t"a
_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__
= 2__=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
:*
7/23/2019 Calculo de Edificio cargas
38/124
_
==_ = =
=_
_
=
0/ ^2= (_ ) =_
=(0.80)_( )=_ =(0.85)_( )=_ 3 (0.5 ))== _ (_!
"1=(1( 1 24(0.5) )))/(2(0.5))=(
_
"2=(1( 1 24(0.5) )))/(2(0.5))=(
$ = 2_%" (" )_ /_
=$ =(0.7_&( ))_ /_=
$ =0.75(_#' _/_(6000 1))/(6000 )) =( )_
! =_* =$_%"
+,. .=# (!_*/#_) =
! =_*& $_&=
+,. .=# (!_*&/#_) =
$ =_%"$_&
$ =_#'$_%"
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_
=0.015 =$_%"
= ) )(0.220_ (_ ( ) $( )_ =
1=1.5 ) )_ (_ ( ( )_ = 2=2.5 ) )_ (_ ( ( )_ =
__
=
_
=
1__
= 2__=
_*=__
=
*=( )( ) ) )(_ -!_. (_ ((#+$# )) =/_*
*0 1_1_1_
*=0. =2
*0 1 2_ 1_1_
*=0.2 =2
=
1 _1_1_ 12
:*
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40/124
@aro%"to
7/23/2019 Calculo de Edificio cargas
41/124
!"#$ %" "#+*&"* = 4800 ,-/2
!"#$ %"& '*+$= 69.44 ;-/2 ( 3) 208.32
+*-* &$#* = 22266 ;-/2
7/23/2019 Calculo de Edificio cargas
42/124
k/m
k/m
k/m
k/m
k/m
k/m
k/m
,-/
k/m
7/23/2019 Calculo de Edificio cargas
43/124
0.35
0.40
7/23/2019 Calculo de Edificio cargas
44/124
Loza de Entrepiso NIVEL 1
Loza 2400(0.10)= 240.00
!"tortado 2100(0.025)= 52.50
%ao" 2100(0.02)= 42.00
R'F = 40.00
'= 374.50
'*= 400.00
774.50
*a (0.50)(0.60)(2400)= 720.00
(774.50)(9)= 6970.50 k/6m =
!"#$ %" "#+*&"*=
(774.50)(9)= 6970.50 k/6m =
$%so d% t"ao=
_
=
_
=
_
=
0.50
0.50
0.40
$031
!"#
20&0 !"#
20&0 !"#
20&0 !"# 2
20&0 !"#$031
!"#
$031
!"#
6
6
& #2
& #2
& #2
& #2
7/23/2019 Calculo de Edificio cargas
45/124
7/23/2019 Calculo de Edificio cargas
46/124
++
o
"
7/23/2019 Calculo de Edificio cargas
47/124
m
m
o
"
ro%so
7/23/2019 Calculo de Edificio cargas
48/124
m
m
1/ 2
7/23/2019 Calculo de Edificio cargas
49/124
m
m
o
"
ro%so
7/23/2019 Calculo de Edificio cargas
50/124
m
m
1/ 2
7/23/2019 Calculo de Edificio cargas
51/124
m
m
o
"
ro%so
7/23/2019 Calculo de Edificio cargas
52/124
m
m
1/ 2
7/23/2019 Calculo de Edificio cargas
53/124
m
m
o
"
ro%so
7/23/2019 Calculo de Edificio cargas
54/124
m
m
1/ 2
7/23/2019 Calculo de Edificio cargas
55/124
m
m
o
"
ro%so
7/23/2019 Calculo de Edificio cargas
56/124
m
m
1/ 2
7/23/2019 Calculo de Edificio cargas
57/124
m
m
o
"
ro%so
7/23/2019 Calculo de Edificio cargas
58/124
m
m
1/ 2
7/23/2019 Calculo de Edificio cargas
59/124
m
m
o
"
ro%so
7/23/2019 Calculo de Edificio cargas
60/124
m
m
1/ 2
7/23/2019 Calculo de Edificio cargas
61/124
m
m
o
"
ro%so
7/23/2019 Calculo de Edificio cargas
62/124
m
m
1/ 2
7/23/2019 Calculo de Edificio cargas
63/124
m
m
o
"
ro%so
7/23/2019 Calculo de Edificio cargas
64/124
m
m
1/ 2
7/23/2019 Calculo de Edificio cargas
65/124
m
m
o
"
ro%so
7/23/2019 Calculo de Edificio cargas
66/124
m
m
1/ 2
7/23/2019 Calculo de Edificio cargas
67/124
m
m
o
"
ro%so
7/23/2019 Calculo de Edificio cargas
68/124
m
m
1/ 2
7/23/2019 Calculo de Edificio cargas
69/124
1.27 m
0.71 m
'o"t"ar ro%so
odar :%o"
0.0010
0.0116
o"t"ar ro%so
*aras
*aras
#_
7/23/2019 Calculo de Edificio cargas
70/124
0.0114
25&2&.72
:=0.50d
:=0.25d
m
m
20m
10m
4.00 1/ 2
3/ &
20
E#'.
+
:*
7/23/2019 Calculo de Edificio cargas
71/124
1.27 m
0.71 m
'o"t"ar ro%so
odar :%o"
0.0023
0.0103
o"t"ar ro%so
*aras
*aras
#_
7/23/2019 Calculo de Edificio cargas
72/124
0.0101
22&2&.72
:=0.50d
:=0.25d
m
m
20m
10m
4.00 1/ 2
3/ &
20
E#'.
+
:*
7/23/2019 Calculo de Edificio cargas
73/124
1.27 m
0.71 m
'o"t"ar ro%so
odar :%o"
0.0002
0.0124
o"t"ar ro%so
*aras
*aras
#_
7/23/2019 Calculo de Edificio cargas
74/124
0.0122
27116.95
:=0.50d
:=0.25d
m
m
25m
15m
5.00 1/ 2
3/ &
25
E#'.
+
:*
7/23/2019 Calculo de Edificio cargas
75/124
1.27 m
0.71 m
'o"t"ar ro%so
odar :%o"
0.0006
0.0120
o"t"ar ro%so
*aras
*aras
#_
7/23/2019 Calculo de Edificio cargas
76/124
0.011&
29616.95
:=0.50d
:=0.25d
m
m
25m
15m
5.00 1/ 2
3/ &
25
E#'.
+
:*
7/23/2019 Calculo de Edificio cargas
77/124
#_
7/23/2019 Calculo de Edificio cargas
78/124
E#'.
+
:*
7/23/2019 Calculo de Edificio cargas
79/124
7/23/2019 Calculo de Edificio cargas
80/124
,-/
7/23/2019 Calculo de Edificio cargas
81/124
7/23/2019 Calculo de Edificio cargas
82/124
7/23/2019 Calculo de Edificio cargas
83/124
k/m2
k/m2
k/m2
k/m2
k/m2
k/m2
k/m2
k/m
1161.75 k/m
720.00 k/m
1&&1.75 k/m
5150 k/m7031.75 k/m1161.75 k/m
720.00 k/m
1&&1.75 k/m
208.32 k/m2090.07 k/m
&0 !"#
0&0 !"#
$031
!"#
7/23/2019 Calculo de Edificio cargas
84/124
7/23/2019 Calculo de Edificio cargas
85/124
7/23/2019 Calculo de Edificio cargas
86/124
7/23/2019 Calculo de Edificio cargas
87/124
7/23/2019 Calculo de Edificio cargas
88/124
7/23/2019 Calculo de Edificio cargas
89/124
7/23/2019 Calculo de Edificio cargas
90/124
7/23/2019 Calculo de Edificio cargas
91/124
7/23/2019 Calculo de Edificio cargas
92/124
7/23/2019 Calculo de Edificio cargas
93/124
7/23/2019 Calculo de Edificio cargas
94/124
7/23/2019 Calculo de Edificio cargas
95/124
7/23/2019 Calculo de Edificio cargas
96/124
7/23/2019 Calculo de Edificio cargas
97/124
7/23/2019 Calculo de Edificio cargas
98/124
7/23/2019 Calculo de Edificio cargas
99/124
7/23/2019 Calculo de Edificio cargas
100/124
7/23/2019 Calculo de Edificio cargas
101/124
7/23/2019 Calculo de Edificio cargas
102/124
7/23/2019 Calculo de Edificio cargas
103/124
7/23/2019 Calculo de Edificio cargas
104/124
7/23/2019 Calculo de Edificio cargas
105/124
7/23/2019 Calculo de Edificio cargas
106/124
7/23/2019 Calculo de Edificio cargas
107/124
7/23/2019 Calculo de Edificio cargas
108/124
7/23/2019 Calculo de Edificio cargas
109/124
7/23/2019 Calculo de Edificio cargas
110/124
7/23/2019 Calculo de Edificio cargas
111/124
7/23/2019 Calculo de Edificio cargas
112/124
7/23/2019 Calculo de Edificio cargas
113/124
7/23/2019 Calculo de Edificio cargas
114/124
7/23/2019 Calculo de Edificio cargas
115/124
7/23/2019 Calculo de Edificio cargas
116/124
7/23/2019 Calculo de Edificio cargas
117/124
7/23/2019 Calculo de Edificio cargas
118/124
R#+#!Z
0.4I
0.33I
0.33I
0.4I
0.33I
0.166 I
F,'TAR ! #:TR#@B'#A
NOO 2 0.450.190.37
NOO 3 0.40
0.403>9= 0.20
NOO 4 0.370.450.19
NOO 5 0.45
0.370.19
NOO 6 0.670.50
2>1=2>8=2>3=
3>4=
3>2=
4>3=4>5=
4>10=
5>4=
5>6=5>11=
6>5=6>512=
,2>1?,7>8? ,13>14?,20>19=0/3= /2.50 =
,3>2?,8>9? ,14>15?,20>21=0/3= /30 =
,4>3?,9>10? ,16>15?,22>21=0/3= /30 =
,5>4?,11>10? ,17>16?,22>23=0/3= /2.50 =
,6>5?,12>11? ,18>17?,24>23=0/3= /30 =
,2>8=0/3= /60 =
7/23/2019 Calculo de Edificio cargas
119/124
NOO 8 0.380.160.310.16
NOO 9 0.310.160.16
0.31
NOO 10 0.380.310.160.16
NOO 11 0.33
0.270.140.27
NOO 12 0.250.500.25
NOO 14 0.33
0.160.310.16
NOO 15 0.310.160.160.31
NOO 16 0.16
0.380.160.31
NOO 17 0.160.380.16
0.31
8>7=8>2=8>9=
8>14=
9>8=9>3=
9>15=
9>10=
10>11=10>9=10>4=
10>16=
11>10=
11>5=11>17=11>12=
12>6=12>11=12>18=
14>13=
14>20=14>8=
14>15=
15>14=15>21=15>9=
15>16=
16>22=
16>10=16>15=16>17=
17>11=17>16=17>23=
17>18=
7/23/2019 Calculo de Edificio cargas
120/124
NOO 18 0.500.250.25
NOO 20 0.450.190.37
NOO 21 0.33
0.400.40
NOO 22 0.370.45
0.37
NOO 23 0.190.370.45
NOO 24 0.334677420.66532258
18>17=18>12=18>12=
20>19=20>14=20>21=
21>15=
21>20=21>22=
22>16=22>23=
22>21=
23>17=23>24=23>22=
24>23=24>18=
7/23/2019 Calculo de Edificio cargas
121/124
@O@ENTO E E@POTA@IENTO PEEBTO
@E6>12 >4.56 4.56 '$.@E12>18 >4.56 4.56 '$.@E18>24 >4.56 4.56 '$.
@E5>11 >4.53 4.53 '$.@E11>17 >4.53 4.53 '$.@E17>23 >4.53 4.53 '$.
@E4>10 >5.025 5.025 '$.@E10>16 >5.025 5.025 '$.@E16>22 >5.025 5.025 '$.
@E3>9 >5.61 5.61 '$.@E9>15 >5.61 5.61 '$.
@E15>21 >5.61 5.61 '$.
@E2>8 >6.27 6.27 '$.@E8>14 >6.27 6.27 '$.@E14>20 >6.27 6.27 '$.
7/23/2019 Calculo de Edificio cargas
122/124
7/23/2019 Calculo de Edificio cargas
123/124
NOO 2 3 4 5CAA 2>1 2>8 2>3 3>2 3>9 3>4 4>3 4>10 4>5 5>4 5>6 6>5
7/23/2019 Calculo de Edificio cargas
124/124
86>12 8>7 8>2 8>14 8>9 9>8 9>3 9>15 9>10
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