diseño viga revisar.xlsx

7/25/2019 diseo viga revisar.xlsx

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DISEO DE VIGAS DEL SEGUNDO PISOSE CAMBIO EL CONCRETO DE FC

1. DISEO POR RESISTENCIA (ESTADOS ULTIMOS DE VIGAS[tn-m] Momento (-) Momento (+) Momento (-)

Izq Centro DerechaCM !1."01 1.1# !2.188CV !2.##$ 2.1" !%.&8CS !0.08 0 0.0&8

I. COMBINACIONES DE CARGA1.4CM+1.7CV -6.82 .2! -!.8"

1.2(CM+CV)+CS -.4" 4.1 -7.61

1.2(CM+CV)-CS -.27 4.1 -7.81#.!CM+CS -1.4" 1.# -1.87#.!CM-CS -1.27 1.# -2.#7

MOMENTO DE LA ENVOLVENTES$%er&or $.82 0 &.8%In'er&or 0.00 ".2& 0.00

6.82 !.8"

DM #

#.## #.##

.2!

A)* S+,M$ a%&c 6.82 #.## !.8"

M m*n .#2 .#2 .#2

M -/* $.82 ".02 &.8%A)* ). .2 %.10 $.20/cero m&n. ".66 ".66 ".66

/cero ma0. 18.61 18.61 18.61

A. 3 *4*3) .2 %.$$ $.20- ".66 -

"8#.71 4 4 4

12 1.2! 4123 4123 4123

8 2 .16 .16 .16

"42.84

1 .1

A)* I56.M$ a%&c #.## .2! #.##

M m*n .#2 .#2 .#2

M -/* ".02 ".2& ".02a 12" 12" 12"

(-',) -18"866 -18"866 -18"866

c Mn#.!# 777" 88111 777"

A)* ). %.10 %.2# %.10/cero m&n. ".66 ".66 ".66

/cero ma0. 18.61 18.61 18.61

A. 3 *4*3) %.$$ %.$$ %.$$".66 - ".66

/#.2/1

',52(2#.8'c7)

/2#./1


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"8#.71

121.2!

82

"4 2.8 .16 .16 .16

1 .#7 4123 4123 4123

% #.##24 #.##24 #.##24

4 4 4Verifcar si uye

'9:', ;$,e '9 47.8!18

no ;$,e ;$,e

2. DISEO POR SERVICIO DE VIGAS2.1 CONTROL DE DEFLEXIONES (S95 E!0$0Ma ,o Mer


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#.8

'Jc= 21#

/KKI@/ /@/LF

V$ (ton) 14.1 12.62V$ ma0 (ton) 14.1

(m)= ".8

Mn(tn-m) Mn(tn-m)

!.16 !.16

Mn=/.',.(-a2)

a=/.',(#.8.'c.)

Mn(tn-m) Mn(tn-m)

!.16 !.16

V,(5= ".&"

[tn-m] Cortante

CM 1.$$8$#"

%.2 CARG CV 0.&2&"$V ".&"

I. COMBINACIONES DE CARGA1.4CM+1.7CV ".!2

1.2(CM+CV)+CS !.1!1.2(CM+CV)-CS -2.7#

#.!CM+CS 7.4

#.!CM-CS -4.4

V+-


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%." VERIFICACIONES E!0$03 S


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210 A CONCRETO DE F'C=280

I. DISEO DE ELEMENTOS SOMETIDOS A FLE

Momento (-) Momento (+) Momento (-) Momento (-)

Izq Centro Derecha Izq!%.2"# 1.# !%.2" !%.2"!".&$& %.2 !$.2# !$.2#!0.08$ 0 0.08& !0.08&

-14.71 7.88 -1.46 -1.46

-11.62 6.18 -12.#" -12.21

-11.4 6.18 -12.21 -12.#"

-".#2 1.7 -2.!! -".17

-2.8 1.7 -".17 -2.!!

1.#1 0.00 1".$ 1".$0.00 #.88 0.00 0.0014.71 1.46 1.46

#

#.## #.## #.##

7.88

14.71 #.## 1.46 1.46

.#2 .#2 .#2 .#2

1.#1 ".02 1".$ 1".$&.& %.10 10.02 10.02".66 ".66 ".66 ".66

18.61 18.61 18.61 18.61

&.& %.$$ 10.02 10.02- ".66 - -

4 4 4 4

4123 4123 4123 4123

.16 .16 .16 .16

#.## 7.88 #.## #.##

.#2 .#2 .#2 .#2

".02 #.88 ".02 ".0212" 12" 12" 12"

-18"866 -18"866 -18"866 -18"866

777" 87111 777" 777"

%.10 .&2 %.10 %.10".66 ".66 ".66 ".66

18.61 18.61 18.61 18.61

%.$$ .&2 %.$$ %.$$4.7 - .#1 .#1


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.16 .16 .16 .16

4123 4123 4123 4123

#.##24 #.##"" #.##24 #.##24

4 4 4 4

!.2 4.! !.7 !.7

4.2 4.2 4.2 4.2

Ie Ie Ie Ie

"12## "12## "12## "12##

#.7 #.7 #.7 #.7

-#.4 -#.4 -#.4 -#.4

8." 8." 8." 8."

".1 ".1 ".1 ".1

62! 62! 62! 62!

"48#8 1!2228 "#8"1 "#8"1

1.# 1.# 1.# 1.#

B Eota

Bcm DI + Bc< Int Bcm DI

/ (Bcm ISE) / (Bcm ISE)

1.78 #.7!! #."17 1.78 #.7!!

1.#""6#72! 1.#""6#72!

1.%"081

-:;. P)


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/KKI@/ /@/LF

V$ (ton) 17. 17.21 V$ (ton)V$ ma0 (ton 17. V$ ma0 (ton

(m)= (m)=

Mn(tn-m) Mn(tn-m) Mn(tn-m)

!.16 !.16 !.16

Mn(tn-m) Mn(tn-m) Mn(tn-m)

!.16 !.16 !.16

V,(5= ."8 V,(5=

Cortante Cortante

1.$$8$#" 1.$$8$#"

0.&2&"$ 0.&2&"$

."8 ."8

".!2 ".!2

7.8" 7.8"

-1."" -1.""

6.#8 6.#8

-".#8 -".#8

#.8% #.8%

Vc(tn)= 11.6 Vc(tn)=

NVc(tn)= !.!# NVc(tn)=

V$:NVc FG V$:NVc

V(tn)= -2.44 V(tn)=

entonce /


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21.8887

TENTES

(cm) m*n&mo (cm)

1#

1#.!44"7

1#.16 1#1#.16

22.8

"#

$z=##cm

1Ocm 1OcmKet.1#cm

Cortante Cortante

&.0$ &.0$&.%&2 &.%&2."8 ."8

18.4! 18.4!

entonce /


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ION (VIGAS Y LOS

Momento (+) Momento (-)

Centro Derecha1.# !%.2"#%.2 !".&$&0 0.08$

7.88 -14.71

6.18 -11.4

6.18 -11.62

1.7 -2.8

1.7 -".#2

0 1.#1#.88 0.00

14.71

#

#.##

7.88

#.## 14.71

.#2 .#2

".02 1.#1%.10 &.&".66 ".66

18.61 18.61

%.$$ &.&".66 -

4 4

4123 4123

.16 .16

7.88 #.##

.#2 .#2

#.88 ".0212" 12"

-18"866 -18"866

87111 777"

.&2 %.10".66 ".66

18.61 18.61

.&2 %.$$- 4.7


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.16 .16

4123 4123

#.##"" #.##24

4 4

4.! !.2

4.2 4.2

Ie Ie

"12## "12##

#.7 #.7

-#.4 -#.4

8." 8."

".1 ".1

62! 62!

1!2228 "48#8

1.# 1.#

+ Bc< Int

#."17

1.%"081

-3 (


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/KKI@/ /@/LF

17.21 17.17.

Mn(tn-m)

!.16

Mn(tn-m)

!.16

."8

11.6

!.!#

FG

-2.44

A(


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21.8887

m*n&mo1#.!44"7

1#.161#.16

22.8

"#

$z=##cm

Ket.1#cm

A(


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S

Momento (-) Momento (+) Momento (-)

Izq Centro Derecha VIP!2.188 1.1# !1."01 !%.&8 2.1" !2.##$ '!0.0&8 0 0.08 '9

-!.8" .2! -6.82

-7.81 4.1 -.27

-7.61 4.1 -.4"

-2.#7 1.# -1.27

-1.87 1.# -1.4"

12.0 0 10.8" 'c0.00 10.8" 0.00 28#12.4# 1#.8 "#

# VIP

$z c

12.4# #.## 1#.8 (c

.#2 .#2 .#2 h(c

12.0 ".02 10.8"#.&1 %.10 $.8# VIP".66 ".66 ".66 $z c- ".66 - (c

4 4 4

4123 4123 4123 h(c

.16 .16 .16

VIP

$z c

".02 10.8" ".02 (c12" 12" 12" h(c

-18"866 -18"866 -18"866

777" 12#6 777"

%.10 $.8# %.10 h(c".66 ".66 ".66

18.61 18.61 18.61

%.$$ $.8# %.$$".!6 - ".66


14/41

.16 .16 .16

4123 4123 4123

#.##24 #.##46 #.##24

4 4 4

6.2 "." 4."

4.2 4.2 4.2

I I I I

"12## "12## "12##

#.7 #.7 #.7

-#.4 -#.4 -#.4

8." 8." 8."

".1 ".1 ".1

62! 62! 62!

1#18## 618!## 2!2811

#." 2.# #.!

I,(


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/KKI@/ /@/LF

V$ (ton) 12.62 14.1V$ ma0 (ton 14.1

(m)= ".8

Mn(tn-m) Mn(tn-m)

!.16 !.16

Mn(tn-m) Mn(tn-m)

!.16 !.16

V,(5= ".&"

Cortante

1.$$8$#"

0.&2&"$

".&"

".!2

!.1!

-2.7#

7.4

-4.4

&.1&

Vc(tn)= 11.6

NVc(tn)= !.!#

V$:NVc FG

V(tn)= -#.8"

1.2


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21.8887

(cm) m*n&mo (cm)

1#

1#.!44"7

1#.16 1#1#.16

22.8

"#

$z=##cm

1OcmKet.1cm

Cortante

&.0$&.%&2".&"

17.12

1.2(cm)= 1.2

1"O1#cm
mailto:13@10cmmailto:13@10cm


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-1$z a= "8 4"# 17 1#"

(A>cm52)= 42## 42## 42## 200c(A>cm52)= 28# 21# 28# 280

(cm)= "# "# "# "# "#

h(cm)= # # # "0rec(cm)= 4 4 4 etr&o "8 "8 "8 %8(cm)= 4".8 4".777 4".777 %.###"@eta= #.8 #.8 #.8 0.8"

6.2 6.222 6.222 $.222"@eta @eta @eta @eta B3

#.8 #.8 #.8 #.8 0.8"#.8 #.8 #.8 #.8 0.8

-1

&>a= ##

m52)= 42##

m52)= 28#

)= "#

)= #

-2

&>a= ##

m52)= 42##

m52)= 28#

)= "#

)= #

-"

&>a= "8

m52)= 42##

m52)= 28#

)= "#

)= #

4

#."7

)= #

Dato a&n>rear


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con&erar &nerc&a e'ect&


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21/41

1#" "$ 46 46 47200 200 42## 42## 42##280 280 28# 28# 28#"# "# "# "# "# "#

"0 "0 # # # 4 4 4

%8 %8 "8 "8 "8%.###" %.###" 4".777 4".777 4".777

0.8" 0.8" #.8 #.8 #.8

$.222" $.222" 6.222 6.222 6.222B3 B3 @eta @eta @eta

0.8" 0.8" #.8 #.8 #.80.8 0.8 #.8 #.8 #.8

0.#" #.70.$" #.6


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23/41


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""" ""$ ""#200 200 200280 280 280"# "# "# "#

"0 "0 "0

%8 %8 %8%.###" %.###" %.###"

0.8" 0.8" 0.8"

$.222" $.222" $.222"B3 B3 B3

0.8" 0.8" 0.8"0.8 0.8 0.8

#.7

#.6


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KIM?K /Q E?KC?K ISF

VIP/ V 2#2 (?EK? ?L? 1 R 2) (?EK? ?L? 4 R ) (?L? C)

D/EFS

VIP/ (?SF) 24##

VIP/ #."# #.#QFS/ 4.7# . "##

C/KP/ M?KE/

?SF KFIF 24## #."# #.#

QFS/ /QIP?K/D/ "## 2." 2.78

ISF E?KMI/DF 1## 2." 2.78 #."#

E/@IT?KI/S 1## 2." 2.78 #."#

C/KP/ VIV/

SF@K? C/KP/ "## 2." 2.78 #."#

KIM?K /Q E?KC?K ISF

VIP/ V 2#2 (?EK? ?L? 2 R ") (?EK? ?L? " R 4) (?L? C)

D/EFS

VIP/ (?SF) 24##

VIP/ #."# #.#

QFS/ 4.7# . "##

C/KP/ M?KE/?SF KFIF 24## #."# #.#

QFS/ /QIP?K/D/ "## 2." 2.77

ISF E?KMI/DF 1## 2." 2.77 #."#

E/@IT?KI/S 1## 2." 2.77 #."#

C/KP/ VIV/

SF@K? C/KP/ "## 2." 2.77 #."

KIM?K /Q E?KC?K ISF

VIP/ V 21 (?EK? ?L? / R @) (?L? ")D/EFS

VIP/ (?SF) 24##

VIP/ #."# #.#

QFS/ 4.7# 4.7# "##

C/KP/ M?KE/

?SF KFIF 24## #."# #.#

QFS/ /QIP?K/D/ "## 2." 2."

ISF E?KMI/DF 1## 2." 2." #."#E/@IT?KI/S 1## 2." 2." #."#


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C/KP/ VIV/

SF@K? C/KP/ "## 2." 2." #."

KIM?K /Q E?KC?K ISF

VIP/ V 21 (?EK? ?L? @ R C) (?EK? ?L? C R D) (?L? ")

D/EFS

VIP/ (?SF) 24##

VIP/ #."# #.#

QFS/ 4.7# 4.7# "##

C/KP/ M?KE/

?SF KFIF 24## #."# #.#

QFS/ /QIP?K/D/ "## 2." 2."

ISF E?KMI/DF 1## 2." 2." #."#

E/@IT?KI/S 1## 2." 2." #."#

C/KP/ VIV/

SF@K? C/KP/ "## 2." 2." #."#


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METRADO DE CARGAS ! VIGAS

C/KEF ISF

VIP/ V 2#2 (?EK? ?L? 1 R 2) (?EK? ?L? 4 R ) (?L

D/EFS

VIP/ (?SF) 24##

VIP/ #."# #.#QFS/ 4.7# .

2!82.# C/KP/ M?KE/

"6#.## ?SF KFIF 24## #."# #.#

1"7.# QFS/ /QIP?K/D/ 1## 2." 2.78

42.# ISF E?KMI/DF 1## 2." 2.78

42.#

1627.# C/KP/ VIV/

1627.# SF@K? C/KP/ 1## 2." 2.78

C/KEF ISF

VIP/ V 2#2 (?EK? ?L? 2 R ") (?EK? ?L? " R 4) (?L

D/EFS

VIP/ (?SF) 24##

VIP/ #."# #.#

QFS/ 4.7# .

2!82.# C/KP/ M?KE/"6#.## ?SF KFIF 24## #."# #.#

1"7.# QFS/ /QIP?K/D/ 1## 2." 2.77

42.# ISF E?KMI/DF 1## 2." 2.77

42.#

1627.# C/KP/ VIV/

1627.# SF@K? C/KP/ 1## 2." 2.77

C/KEF ISF

VIP/ V 21 (?EK? ?L? / R @) (?L? ")D/EFS

VIP/ (?SF) 24##

VIP/ #."# #.#

QFS/ 4.7# 4.7#

277# C/KP/ M?KE/

"6#.## ?SF KFIF 24## #."# #.#

141#.## QFS/ /QIP?K/D/ 1## 2." 2."

##.## ISF E?KMI/DF 1## 2." 2."##.##


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1## C/KP/ VIV/

1##.## SF@K? C/KP/ 1## 2." 2."

C/KEF ISF

VIP/ V 21 (?EK? ?L? @ R C) (?EK? ?L? C R D) (?L

D/EFS

VIP/ (?SF) 24##

VIP/ #."# #.#

QFS/ 4.7# 4.7#

277#.## C/KP/ M?KE/

"6#.## ?SF KFIF 24## #."# #.#

141#.## QFS/ /QIP?K/D/ 1## 2." 2."

##.## ISF E?KMI/DF 1## 2." 2."

##.##

1##.## C/KP/ VIV/

1##.## SF@K? C/KP/ 1## 2." 2."


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RES

C) ?L? ?L?

C

1 - 2 VIP/ 2#2

2 - " VIP/ 2#2

" - 4 VIP/ 2#21## 4 - VIP/ 2#2

"/ - @ VIP/ 21

141.## @ - C VIP/ 21

"6#.## C - D VIP/ 21

12.#

#."# 42.#

42.#

#."# 42.#

C)

1##

141.##"6#.##

12.#

#."# 42.#

42.#

#." 42.#

1##

1""#

"6#.##

47#.##

#."# ##.##


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##

#." ##.##

? ")

1##

1""#.##

"6#.##

47#.##

#."# ##.##

##.##

#."# ##.##


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UMEN DE METRADOS ! VIGAS

1er a "er %&o 4to %&o

C/KP/ M?KE/ C/KP/ VIV/ C/KP/ M?KE/ C/KP/ VIV/

2!82.# 1627.# 141.## 42.#

2!82.# 1627.# 141.## 42.#

2!82.# 1627.# 141.## 42.#2!82.# 1627.# 141.## 42.#

277#.## 1##.## 1""#.## ##.##

277#.## 1##.## 1""#.## ##.##

277#.## 1##.## 1""#.## ##.##


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RESUMEN DE METRADOS ! COLUMNAS1er a "er %&o 4to %&o

?L? ?L? CM (A>m) CV (A>m) CM (A>m) CV (A>m)

C

1 826.48 221."8 71"#.7! 112.6!

2 11#7.#6 4712.6" 127#.7 2"6."1

" 167"!.2 "2.## 14#76.7 2662.#4 11#7.#6 4712.6" 127#.7 2"6."1

826.48 221."8 71"#.7! 112.6!

"/ 78!7.2 21!!.# 67!7.# 1#!!.7

@ 1276.## "7!#.# 1#86!.7 18!.2

D 1#42.8# "#7.## !##.2 1"7.#

&mo CM + #U2CV

&mo "6426.47 + 24778.26 &mo "8!"#4.74

V&mo #.1# &mo

V &mo "8!"#.47

&mo V&mo 6

&mo 6488.41 A>

&mo 6.4! Eon

NH - ,/* F//


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EFE/Q D?Q FKEICF

CM (A>m) CV (A>m)

"1!##.2" 787!.8"

8#71.!" 164!4.2#

642!4.# 186"7.#8#71.!" 164!4.2#

"1!##.2" 787!.8"

"#48!.2 76!8.2

4!164.7 1"266.7

4#6"".6 1#762.#

%$"2$.# &&11%.0$


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