LOSAS ALIGERADAS - METRADO DE CARGAS
-
DISEÑO LOSA ALIGERADA UNIDI METRADO DE CARGAS SECCIÓN TÍPICA DE LOSA ALIGERADA
Datos: AT AT = 40 t =5 c H = 17 b = 10
Acero Negativo Negativo Acero de Temperatura
40 cm
f'c = 21 21
5 cm
f= 42
12 cm
!/c = 20 " = 0#$ 0#$ & = 0# 0# (iam# A! = 1#2 recubr# = 2#5
Acero %o!itivo 10 cm
SENTIDO DE LAS VIGUETAS
A
B
C
6
PA ÑO 01
PA Ñ
PAÑO 02
5
PA ÑO 04
PAÑO 05
4
PAÑO
PA Ñ
4
LOSAS ALIGERADAS - METRADO DE CARGAS
PAÑO 07
3
PA ÑO 08
PAÑO 09
PA Ñ
PA ÑO 11
PAÑO 12
PA Ñ
2
1
A
B
C
PREDIMENSIONAMIENTO DE LOSA ALIGERADA (UNIDIRECCIONAL)
A
B
C
LOSAS ALIGERADAS - METRADO DE CARGAS PREDIMENSIONAMIENTO DE LOSA ALIGERADA (UNIDIRECCIONAL) NOTA: +,-o +,-o !e .a coid coiderad erado o ua ua peue peuea a fraa fraa de 0#40 0#40 m )ac.o )ac.o tribu tributario tario para e- di!eo di!eo de de -a! -a! vigu vigu -a -u3 m! corta perteeciete a- tramo A6 cua -ogitud e! de 2#$0 m#
1. PRIMER NIVEL TRAMO A-B cho tributario
VIGA EJE 1-1
0.40 m
ELEMENTOS P.NITARIO ANC!O TR TRIB. PESO"#$%m& 0.40 m L'() L'() A*+ A*+$, $,) )) ) "!/ "!/17 17 280 280 $%m $%m 112.00 CARGA 0.40 m T)+,+) T)+,+) E+)*,, 210 $%m 84.00 MERTA 0.40 m A))'( 100 $%m 40.00 0.40 m C+,*' R)(' 50 $%m9 20.00 256.00 TOTAL TOT AL CARGA VIVA
ELEMENTOS V++,) S%C
C)$) M,) C)$) V+)
CM CV
P.NITARIO ANC!O TR TRIB. PESO"#$%m& 0.40 m 200 $%m 80.00 TOTAL TOT AL 80.00
256.00 80.00
CARGA LTIMA
: /
494.40 Kg/
2. SEGUNDO NIVEL VIGA EJE 1-1
TRAMO A-B cho tributario
0.40 m
ELEMENTOS P.NITARIO ANC!O TR TRIB. PESO"#$%m& 0.40 m L'() L'() A*+ A*+$, $,) )) ) "!/ "!/17 17 280 280 $%m $%m 112.00 CARGA 0.40 m T)+,+) T)+,+) E+)*,, 210 $%m 84.00 MERTA 0.40 m A))'( 100 $%m 40.00 0.40 m C+,*' R)(' 50 $%m9 20.00 256.00 TOTAL TOT AL CARGA VIVA
C)$) M,) C)$) V+)
ELEMENTOS V++,) S%C
CM CV
P.NITARIO ANC!O TR TRIB. PESO"#$%m& 0.40 m 200 $%m 80.00 80.00 TOTAL TOT AL
256.00 80.00
CARGA LTIMA
: /
494.40 Kg/
3. TERCER NIVEL VIGA EJE 1-1
TRAMO A-B cho tributario
0.40 m
ELEMENTOS P.NITARIO ANC!O TR TRIB. PESO"#$%m& 0.40 m L'() L'() A*+ A*+$, $,) )) ) "!/ "!/17 17 280 280 $%m $%m 112.00 CARGA 0.40 m T)+,+) T)+,+) E+)*,, 0 $%m 0.00 MERTA 0.40 m A))'( 0 $%m 0.00 0.40 m C+,*' R)(' 50 $%m9 20.00 1!2.00 TOTAL TOT AL CARGA
ELEMENTOS
P.NITARIO ANC!O TR TRIB. PESO"#$%m&
LOSAS ALIGERADAS - METRADO DE CARGAS VIVA V++,) S%C 100 $%m
C)$) M,) C)$) V+)
CM CV
132.00 40.00
0.40 m
40.00
TOTAL TOT AL
40.00
CARGA LTIMA
: /
252.80 Kg/
LOSAS ALIGERADAS - METRADO DE CARGAS
-
ECCIONAL m m m Kg/cm² 0 Kg/cm² Kg/m²
cm )& 1/2''* cm
D
C
6
PAÑO 03
PAÑO 02
5
PAÑO 05
PAÑO 06
4
PAÑO 07
4
LOSAS ALIGERADAS - METRADO DE CARGAS
-
PAÑO 07
3
PAÑO 09
PAÑO 10
2
PAÑO 12
PAÑO 13
1
C
O DE LOSA CIONAL)
D
C
D
LOSAS ALIGERADAS - METRADO DE CARGAS O DE LOSA CIONAL)
ta! de todo! -o! pao! o -o!a!# +e e-igi,
-
LOSAS ALIGERADAS - MOMENTOS NEGATIVOS ; POSITIVOS "ACI&ING. CIVIL - CONCRETO ARMADO I
MOMENTOS NEGATIVOS POSITIVO SECCIÓN TÍPICA DE LOSA ALIGERADA
Datos: AT = t= H= b=
Acero Negativo Acero de Temperatura
40 cm
f'c =
5 cm
f=
12 cm
!/c = "= &=
Acero %o!itivo 10 cm
(iam# A! = recubr# =
AN!LISIS ESTRUCTURAL %odemo! efectuar e- a-i!i! e!tructura- por -o! mEtodo! coocido! a !ea de apro9imaci, !uce!iva o m mEtodo de- AF !iempre cuado cump-a co -a! codicioe! para !u u!o# a*# 8ue e9i!ta do! o m! c-aro! cotiguo!# :9i!te 0; tramo!< Tramo A6 tramo 6 tramo 6(#
CUMPLE
b*# arga! uiforme! repartida!#
CUMPLE
c*# >o! e-emeto! !o pri!mtico!#
CUMPLE
d*# >u3 ?aor/>u3 ?eor @ 1#20
CUMPLE
A
2#$0 m
2#$; m
1."1
;#;$ m
1.1# CUMPLE
e*# ;m B v %rimer Nivem = v = +egudo Nivem = v = Tercer Nivem = v =
COE$ICIENTES ACI
25C Kg/m $0 Kg/m
DDD
;m = 7C$ Kg/m
B
v = $0 Kg/m
25C Kg/m $0 Kg/m
DDD
;m = 7C$ Kg/m
B
v = $0 Kg/m
1;2 Kg/m 40 Kg/m
DDD
;m = ;C Kg/m
B
v = 40 Kg/m
LOSAS ALIGERADAS - MOMENTOS NEGATIVOS ; POSITIVOS "ACI&ING. CIVIL - CONCRETO ARMADO I A
1%2&
1%1"
1%1"
1%11
1%1'
1%11
DIMENSIONES EUIVALENTES 2." *
2.2 *
2." *
3.11 *
2.3 *
3.3 *
C!LCULO DE MOMENTOS NEGATIVOS POSITIVOS (M + ,-(L/2)%0) PRIMER NIVEL (ato<
,- + &.&" %*
MOMENTOS NEGATIVOS EN LOS APOOS MA + M4 + MC + MD +
,-(L/2)%0) ,-(L/2)%0) ,-(L/2)%0) ,-(L/2)%0)
DDD DDD DDD DDD
? A = ? = ? = ?( =
1C1#50 Kgm ;1#77 Kgm 47C#C5 Kgm 2;5#;4 Kgm
MOMENTOS POSITIVOS E MA4 + ,-(L/2)%0) M4C + ,-(L/2)%0) MCD + ,-(L/2)%0)
LOSAS ALIGERADAS - MOMENTOS NEGATIVOS ; POSITIVOS "ACI&ING. CIVIL - CONCRETO ARMADO I SEGUNDO NIVEL ,- + &.&" %*
(ato<
MOMENTOS NEGATIVOS EN LOS APOOS MA + M4 + MC + MD +
,-(L/2)%0) ,-(L/2)%0) ,-(L/2)%0) ,-(L/2)%0)
DDD DDD DDD DDD
? A = ? = ? = ?( =
1C1#50 Kgm ;1#77 Kgm 47C#C5 Kgm 2;5#;4 Kgm
MOMENTOS POSITIVOS E MA4 + ,-(L/2)%0) M4C + ,-(L/2)%0) MCD + ,-(L/2)%0)
TERCER NIVEL (ato<
,- + 252." %*
MOMENTOS NEGATIVOS EN LOS APOOS MA + M4 + MC + MD +
,-(L/2)%0) ,-(L/2)%0) ,-(L/2)%0) ,-(L/2)%0)
DDD DDD DDD DDD
? A = ? = ? = ?( =
$2#5$ Kgm 200#;2 Kgm 24;#7; Kgm 120#;4 Kgm
MOMENTOS POSITIVOS E MA4 + ,-(L/2)%0) M4C + ,-(L/2)%0) MCD + ,-(L/2)%0)
LOSAS ALIGERADAS - MOMENTOS NEGATIVOS ; POSITIVOS "ACI&ING. CIVIL - CONCRETO ARMADO I
(ACI) 40 cm 5 cm 17 cm 10 cm 210 Kg/cm² 4200 Kg/cm² 200 Kg/m² 0#$5 0# 1#27 cm )& 1/2''* 2#5 cm
atricia- pudiedo tambiE u!ar e-
(
LOSAS ALIGERADAS - MOMENTOS NEGATIVOS ; POSITIVOS "ACI&ING. CIVIL - CONCRETO ARMADO I (
1%2&
3.3 *
LOS APOOS DDD DDD DDD
? A6 = ;52#;7 Kgm ?6 = 247#4$ Kgm ?6( = 51;#47 Kgm
LOSAS ALIGERADAS - MOMENTOS NEGATIVOS ; POSITIVOS "ACI&ING. CIVIL - CONCRETO ARMADO I
LOS APOOS DDD DDD DDD
? A6 = ;52#;7 Kgm ?6 = 247#4$ Kgm ?6( = 51;#47 Kgm
LOS APOOS DDD DDD DDD
? A6 = 1$0#1$ Kgm ?6 = 12C#54 Kgm ?6( = 2C2#55 Kgm
LOSAS ALIGERADAS - C
ING. CIVIL - CONCRETO ARMADO I
C!LCULO DEL !REA DE ACERO SECCIÓN TÍPICA DE LOSA ALIGERADA
Datos: AT = t= H= b=
Acero Negativo Acero de Temperatura
40 cm
f'c =
5 cm
f=
12 cm
!/c = "= &=
Acero %o!itivo 10 cm
(iam# A! = recubr# =
PÓRTICO 11 U067a78s: Mo*80tos: *. U067a78s: Lo06t-7: *
1 A
1 4 2.51
1 C
2"".32& 1".199
1'1.5"&
2&3.925 12'.5&1
3#1.99& 352.392
1'1.5"&
&9'.'52 2&9.&95
3#1.99& 352.392
2#$0 m
PRIMER NIVEL U067a78s: Mo*80tos: *. U067a78s: Lo06t-7: *
&9'.'52 2&9.&95
2#$; m
LOSAS ALIGERADAS - C
1 A
ING. CIVIL - CONCRETO ARMADO I
1 4
1'1.5"&
1 C
3#1.99&
&9'.'52
352.392
2&9.&95
2#$0 m
2#$; m
I. DETERMINACIÓN DE LOS ACEROS NEGATIVOS POSITIVOS (EN ONA DE TRACCIÓN) 1.1 As APOO A Mo*80to N8at6;o 80 A* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
f)C000Gf*
DDD
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
0#021;
As
mi = 0#00;;
As
DDD ma9 = 0#015
DDD mi = 14/f*
b =
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
%ara< LaL icia-< a = d/5 A! = 0#;4 cm² A! = 0#;2 cm²
As
+
a=
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 0#$1 cm
a + ".95 >*
".32 >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ".&' >*
C-a0ta 78 A>8?o 80 T?a>>6F0: A!
1H3%
As + ".91 >*
(ELEGIDO)
LOSAS ALIGERADAS - C
ING. CIVIL - CONCRETO ARMADO I
bd
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.2 As APOO 4 Mo*80to N8at6;o 80 A* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
DDD
f)C000Gf*
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
0#021;
As
mi = 0#00;;
As
DDD ma9 = 0#015
DDD mi = 14/f*
b =
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
%ara< LaL icia-< a = d/5 A! = 0#$; cm² A! = 0#$0 cm²
As
+
a=
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 1#5 cm
a + 1.# >*
"." >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + "." >*
1H1%2
As + 1.29 >*
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
DDD
J+
".""#2
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
= 0#002 M m9 0#015 = 0#002 D m =0#00;;
1.3 As APOO C Mo*80to N8at6;o 80 A
(CON$ORME) (CON$ORME)
(ELEGIDO)
LOSAS ALIGERADAS - C
ING. CIVIL - CONCRETO ARMADO I
() MC + &9''5.23 >* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
DDD
f)C000Gf*
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
0#021;
As
mi = 0#00;;
As
DDD ma9 = 0#015
DDD mi = 14/f*
b =
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
a=
%ara< LaL icia-< a = d/5 A! = 1#01 cm² A! = 0# cm²
As
+
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 2#;$ cm
a + 2.3& >*
".## >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ".## >*
1H1%2
As + 1.29 >*
(ELEGIDO)
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
DDD
J+
".""#2
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#002 M m9 0#015 = 0#002 D m =0#00;;
1.& As APOO D Mo*80to N8at6;o 80 A* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
f)C000Gf*
DDD
b
= 0#021;
DDD
b =
0#021;
LOSAS ALIGERADAS - C
ING. CIVIL - CONCRETO ARMADO I
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$ DDD
mi = 14/f*
DDD
As
mi = 0#00;;
As
DDD ma9 = 0#015
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
a=
%ara< LaL icia-< a = d/5 A! = 0#50 cm² A! = 0#47 cm²
As
+
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 1#17 cm
a + 1.1" >*
".&9 >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ".&9 >*
1H3%
As + ".91 >*
(ELEGIDO)
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
J+
DDD
".""51
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.5 As TRAMO A4 Mo*80to Pos6t6;o 80 T?a*o A4: () MA4 + 35239.2& >* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
f)C000Gf*
DDD
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
a=
A! f 0#$5 fIc b
0#021;
As
mi = 0#00;;
As
DDD ma9 = 0#015
DDD mi = 14/f*
b =
LOSAS ALIGERADAS - C
As
+
ING. CIVIL - CONCRETO ARMADO I
DDD DDD DDD
a = 2#77 cm a = 1#7C cm
a + 1.'# >*
".92 >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ".92 >*
1H3%
As + ".91 >*
(ELEGIDO)
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
J+
DDD
".""51
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.' As TRAMO 4C Mo*80to Pos6t6;o 80 T?a*o 4C: () M4C + 2&9&9.5" >* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
f)C000Gf*
DDD
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
As
mi = 0#00;;
As
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
%ara< LaL icia-< a = d/5 A! = 0#52 cm² A! = 0#4 cm²
As
+
a=
A! f 0#$5 fIc b
DDD DDD DDD
". >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
0#021;
DDD ma9 = 0#015
DDD mi = 14/f*
b =
a = 2#77 cm a = 1#2; cm
a + 1.1' >*
LOSAS ALIGERADAS - C
As + ". >*
ING. CIVIL - CONCRETO ARMADO I
1H3%
As + ".91 >*
(ELEGIDO)
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
J+
DDD
".""51
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.9 As TRAMO CD Mo*80to Pos6t6;o 80 T?a*o CD: () MCD + 513&9. >* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
DDD
f)C000Gf*
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
0#021;
As
mi = 0#00;;
As
DDD ma9 = 0#015
DDD mi = 14/f*
b =
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
%ara< LaL icia-< a = d/5 A! = 1#0 cm² A! = 1#0$ cm²
As
+
a=
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 2#5C cm
a + 2.5& >*
1." >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + 1." >*
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
DDD
J+
".""#2
1H1%2
As + 1.29 >*
(ELEGIDO)
LOSAS ALIGERADAS - C
ING. CIVIL - CONCRETO ARMADO I
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#002 M m9 0#015 = 0#002 D m =0#00;;
II. RESUMEN DEL As = DI!METROS ELEGIDOS As EN LOS APOOS As + 0#71 cm² As + 1#27 cm² As + 1#27 cm² As + 0#71 cm² A
DDD
1&;/$L
B
DDD
1&1/2L
C
DDD
1&1/2L
D
DDD
1&;/$L
A-B
DDD
1&;/$L
B-C
DDD
1&;/$L
C-D
DDD
1&1/2L
As EN LOS TRAMOS As + 0#71 cm² As + 0#71 cm² As + 1#27 cm²
SEGUNDO NIVEL U067a78s: Mo*80tos: *. U067a78s: Lo06t-7: *
1 A
1 4
1'1.5"&
1 C
3#1.99&
&9'.'52
352.392
2&9.&95
2#$0 m
2#$; m
I. DETERMINACIÓN DE LOS ACEROS NEGATIVOS POSITIVOS (EN ONA DE TRACCIÓN) 1.1 As APOO A Mo*80to N8at6;o 80 A* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
f)C000Gf*
DDD
b
= 0#021;
DDD
b =
0#021;
LOSAS ALIGERADAS - C
ING. CIVIL - CONCRETO ARMADO I
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$ DDD
mi = 14/f*
DDD
As
mi = 0#00;;
As
DDD ma9 = 0#015
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
a=
%ara< LaL icia-< a = d/5 A! = 0#;4 cm² A! = 0#;2 cm²
As
+
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 0#$1 cm
a + ".95 >*
".32 >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ".&' >*
1H3%
As + ".91 >*
(ELEGIDO)
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
J+
DDD
".""51
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.2 As APOO 4 Mo*80to N8at6;o 80 A* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
f)C000Gf*
DDD
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
a=
A! f 0#$5 fIc b
0#021;
As
mi = 0#00;;
As
DDD ma9 = 0#015
DDD mi = 14/f*
b =
LOSAS ALIGERADAS - C
As
+
ING. CIVIL - CONCRETO ARMADO I
DDD DDD DDD
a = 2#77 cm a = 1#5 cm
a + 1.# >*
"." >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + "." >*
1H1%2
As + 1.29 >*
(ELEGIDO)
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
J+
DDD
".""#2
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#002 M m9 0#015 = 0#002 D m =0#00;;
1.3 As APOO C Mo*80to N8at6;o 80 A* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
f)C000Gf*
DDD
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
As
mi = 0#00;;
As
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
%ara< LaL icia-< a = d/5 A! = 1#01 cm² A! = 0# cm²
As
+
a=
A! f 0#$5 fIc b
DDD DDD DDD
".## >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
0#021;
DDD ma9 = 0#015
DDD mi = 14/f*
b =
a = 2#77 cm a = 2#;$ cm
a + 2.3& >*
LOSAS ALIGERADAS - C
As + ".## >*
ING. CIVIL - CONCRETO ARMADO I
1H1%2
As + 1.29 >*
(ELEGIDO)
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
J+
DDD
".""#2
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#002 M m9 0#015 = 0#002 D m =0#00;;
1.& As APOO D Mo*80to N8at6;o 80 A* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
DDD
f)C000Gf*
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
0#021;
As
mi = 0#00;;
As
DDD ma9 = 0#015
DDD mi = 14/f*
b =
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
%ara< LaL icia-< a = d/5 A! = 0#50 cm² A! = 0#47 cm²
As
+
a=
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 1#17 cm
a + 1.1" >*
".&9 >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ".&9 >*
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
DDD
J+
".""51
1H3%
As + ".91 >*
(ELEGIDO)
LOSAS ALIGERADAS - C
ING. CIVIL - CONCRETO ARMADO I
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.5 As TRAMO A4 Mo*80to Pos6t6;o 80 T?a*o A4: () MA4 + 35239.2& >* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
DDD
f)C000Gf*
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
0#021;
As
mi = 0#00;;
As
DDD ma9 = 0#015
DDD mi = 14/f*
b =
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
%ara< LaL icia-< a = d/5 A! = 0#75 cm² A! = 0#72 cm²
As
+
a=
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 1#7C cm
a + 1.'# >*
".92 >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ".92 >*
1H3%
As + ".91 >*
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
DDD
J+
".""51
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.' As TRAMO 4C Mo*80to Pos6t6;o 80 T?a*o 4C: () M4C + 2&9&9.5" >*
(CON$ORME) (CON$ORME)
(ELEGIDO)
LOSAS ALIGERADAS - C
ING. CIVIL - CONCRETO ARMADO I
P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
DDD
f)C000Gf*
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
0#021;
As
mi = 0#00;;
As
DDD ma9 = 0#015
DDD mi = 14/f*
b =
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
a=
%ara< LaL icia-< a = d/5 A! = 0#52 cm² A! = 0#4 cm²
As
+
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 1#2; cm
a + 1.1' >*
". >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ". >*
1H3%
As + ".91 >*
(ELEGIDO)
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
DDD
J+
".""51
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.9 As TRAMO CD Mo*80to Pos6t6;o 80 T?a*o CD: () MCD + 513&9. >* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
f)C000Gf*
ma9 = 0#75b
DDD DDD
b
= 0#021;
ma9 = 0#015
DDD
b =
0#021;
DDD ma9 = 0#015
As
LOSAS ALIGERADAS - C
DDD
ING. CIVIL - CONCRETO ARMADO I
mi = 0#002$ DDD
mi = 14/f*
DDD
mi = 0#00;;
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
a=
%ara< LaL icia-< a = d/5 A! = 1#0 cm² A! = 1#0$ cm²
As
+
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 2#5C cm
a + 2.5& >*
1." >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + 1." >*
1H1%2
As + 1.29 >*
(ELEGIDO)
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
DDD
J+
".""#2
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#002 M m9 0#015 = 0#002 D m =0#00;;
II. RESUMEN DEL As = DI!METROS ELEGIDOS As EN LOS APOOS As + 0#71 cm² As + 1#27 cm² As + 1#27 cm² As + 0#71 cm² A
DDD
1&;/$L
B
DDD
1&1/2L
C
DDD
1&1/2L
D
DDD
1&;/$L
A-B
DDD
1&;/$L
B-C
DDD
1&;/$L
C-D
DDD
1&1/2L
As EN LOS TRAMOS As + 0#71 cm² As + 0#71 cm² As + 1#27 cm²
TERCER NIVEL U067a78s: Mo*80tos: *. U067a78s: Lo06t-7: *
1
1
1
As
LOSAS ALIGERADAS - C
A
ING. CIVIL - CONCRETO ARMADO I
4
2.51
C
2"".32&
2&3.925
1".199
12'.5&1
2#$0 m
2#$; m
I. DETERMINACIÓN DE LOS ACEROS NEGATIVOS POSITIVOS (EN ONA DE TRACCIÓN) 1.1 As APOO A Mo*80to N8at6;o 80 A* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
DDD
f)C000Gf*
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
0#021;
As
mi = 0#00;;
As
DDD ma9 = 0#015
DDD mi = 14/f*
b =
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
%ara< LaL icia-< a = d/5 A! = 0#1$ cm² A! = 0#1C cm²
As
+
a=
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 0#41 cm
a + ".3 >*
".1' >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ".&' >*
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
DDD
J+
".""51
1H3%
As + ".91 >*
(ELEGIDO)
LOSAS ALIGERADAS - C
ING. CIVIL - CONCRETO ARMADO I
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.2 As APOO 4 Mo*80to N8at6;o 80 A* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
DDD
f)C000Gf*
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
0#021;
As
mi = 0#00;;
As
DDD ma9 = 0#015
DDD mi = 14/f*
b =
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
%ara< LaL icia-< a = d/5 A! = 0#42 cm² A! = 0#40 cm²
As
+
a=
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 1#00 cm
a + ".#3 >*
".&" >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ".&' >*
1H3%
As + ".91 >*
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
DDD
J+
".""51
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.3 As APOO C Mo*80to N8at6;o 80 A*
(CON$ORME) (CON$ORME)
(ELEGIDO)
LOSAS ALIGERADAS - C
ING. CIVIL - CONCRETO ARMADO I
P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
DDD
f)C000Gf*
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
0#021;
As
mi = 0#00;;
As
DDD ma9 = 0#015
DDD mi = 14/f*
b =
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
a=
%ara< LaL icia-< a = d/5 A! = 0#52 cm² A! = 0#4 cm²
As
+
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 1#22 cm
a + 1.1& >*
". >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ". >*
1H3%
As + ".91 >*
(ELEGIDO)
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
DDD
J+
".""51
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.& As APOO D Mo*80to N8at6;o 80 A* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
f)C000Gf*
ma9 = 0#75b
DDD DDD
b
= 0#021;
ma9 = 0#015
DDD
b =
0#021;
DDD ma9 = 0#015
As
LOSAS ALIGERADAS - C
DDD
ING. CIVIL - CONCRETO ARMADO I
mi = 0#002$ DDD
mi = 14/f*
DDD
mi = 0#00;;
As
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
a=
%ara< LaL icia-< a = d/5 A! = 0#2C cm² A! = 0#2; cm²
As
+
A! f 0#$5 fIc b
DDD DDD DDD
a = 2#77 cm a = 0#C0 cm
a + ".55 >*
".23 >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ".&' >*
1H3%
As + ".91 >*
(ELEGIDO)
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
J+
DDD
".""51
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.5 As TRAMO A4 Mo*80to Pos6t6;o 80 T?a*o A4: () MA4 + 1"19.95 >* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
f)C000Gf*
DDD
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
As
mi = 0#00;;
As
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! = %ara< LaL icia-<
?u & f )d6a/2* a = d/5
a= DDD
0#021;
DDD ma9 = 0#015
DDD mi = 14/f*
b =
A! f 0#$5 fIc b a = 2#77 cm
LOSAS ALIGERADAS - C
= = =
0#;$ cm² 0#;C cm² 0#;5 cm²
As
+
".35 >*
ING. CIVIL - CONCRETO ARMADO I
DDD DDD DDD
a = 0#0 cm a = 0#$4 cm
a + ".3 >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ".&' >*
1H3%
As + ".91 >*
(ELEGIDO)
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
J+
DDD
".""51
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.' As TRAMO 4C Mo*80to Pos6t6;o 80 T?a*o 4C: () M4C + 12'5&."' >* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
f)C000Gf*
DDD
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
As
mi = 0#00;;
As
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
%ara< LaL icia-< a = d/5 A! = 0#27 cm² A! = 0#25 cm²
As
+
a=
A! f 0#$5 fIc b
DDD DDD DDD
".25 >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
0#021;
DDD ma9 = 0#015
DDD mi = 14/f*
b =
a = 2#77 cm a = 0#C; cm
a + ".5 >*
LOSAS ALIGERADAS - C*
ING. CIVIL - CONCRETO ARMADO I
1H3%
As + ".91 >*
(ELEGIDO)
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
J+
DDD
".""51
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
1.9 As TRAMO CD Mo*80to Pos6t6;o 80 T?a*o CD: () MCD + 2'255.35 >* P8?a@t8 88>t6;o 606>6a@ (;a@o?8s as-*67os): d = H 6 )r + φ As /2
DDD
d=
1;#$7 cm
CB@>-@o 78 >-a0tas:
b
=
!1 0#$5f'c)C000*
DDD
f)C000Gf*
b
= 0#021;
ma9 = 0#75b
DDD
ma9 = 0#015
mi = 0#$0))fIcJ0#5*/f*
DDD
mi = 0#002$
DDD
DDD
0#021;
As
mi = 0#00;;
As
DDD ma9 = 0#015
DDD mi = 14/f*
b =
mi = 0#00;;
CB@>-@o 78 As 606>6a@: A! =
?u & f )d6a/2*
%ara< LaL icia-< a = d/5 A! = 0#5C cm² A! = 0#5; cm² A! = 0#52 cm²
As
+
a=
A! f 0#$5 fIc b
DDD DDD DDD DDD
a = 2#77 cm a = 1#;1 cm a = 1#24 cm
a + 1.23 >*
".52 >*
D8s60a>6F0 78@ 7a*8t?o 78@ A>8?o N8at6;o: Teiedo -o !iguiete< As As*0. Co0s678?a*os:
As + ".52 >*
C-a0ta 78 A>8?o 80 T?a>>6F0: =
A! bd
DDD
J+
".""51
1H3%
As + ".91 >*
(ELEGIDO)
LOSAS ALIGERADAS - C
ING. CIVIL - CONCRETO ARMADO I
R8-6s6tos 78 C-a0ta: M m9 D m
DDD DDD
(CON$ORME) (CON$ORME)
= 0#0051 M m9 0#015 = 0#0051 D m =0#00;;
II. RESUMEN DEL As = DI!METROS ELEGIDOS As EN LOS APOOS As + 0#71 cm² As + 0#71 cm² As + 0#71 cm² As + 0#71 cm² A
DDD
1&;/$L
B
DDD
1&;/$L
C
DDD
1&;/$L
D
DDD
1&;/$L
A-B
DDD
1&;/$L
B-C
DDD
1&;/$L
C-D
DDD
1&;/$L
As EN LOS TRAMOS As + 0#71 cm² As + 0#71 cm² As + 0#71 cm²
LOSAS ALIGERADAS - C
40 cm 5 cm 17 cm 10 cm 210 Kg/cm² 4200 Kg/cm² 200 Kg/m² 0#$5 0# 1#27 cm )& 1/2''* 2#5 cm
1 D 12".339 '2.553
235.3&3 13.&95
235.3&3 13.&95
;#;$ m
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
1 D
235.3&3 13.&95
;#;$ m
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
>*
0 + ".&'
>*
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
1 D
235.3&3 13.&95
;#;$ m
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
>*
0 + ".&'
>*
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
BK + 2.21
>*
0 + ".&'
>*
BK + 2.21
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
>*
1
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
D
12".339 '2.553
;#;$ m
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
BK + 2.21
>*
0 + ".&'
>*
BK + 2.21
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
>*
BK + 2.21
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0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I
LOSAS ALIGERADAS - C
BK + 2.21
>*
0 + ".&'
>*
ING. CIVIL - CONCRETO ARMADO I