Metrado Carga Muerta

7/24/2019 Metrado Carga Muerta

1/18

0.15 m

0.60 m 0.05 m

0.60 m

0.65 m

1.50 m

b.diaf. : 0.40 m

2.20 m

LON.max = 20.00 m

H.viga.min = 140 cmH.viga = 150 cm

METRVIGA EXTERIOR

CARGA MUERTA diente 0.20 m x 0.15 m x 2400 kg/m = 72.0 kg/m !"te ba#anda = 15.0 kg/m

ve#eda 0.$$5 m x 0.20 m x 2400 kg/m = 372.0 kg/m

%!"a 2.00 m x 0.200 m x 2400 kg/m = 960.0 kg/m

CL

!

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2/18

e."+.#!d. : 0.05 m

0.&0 m

0.50 m

DO DE CARGASVIGA ITERIOR

CARGA MUERTA %!"a 2.20 m x 0.200 m x 2400 kg/m = 1056.0 kg/m viga 1.&00 m x 0.50 m x 2400 kg/m = 1560.0 kg/m

ca#te%e" 0.1$5m x 0.1$5 m x 2400 kg/m = 73.5 kg/m

TOTAL: 268".50 kg/m

CL

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3/18

0.20 m

0.20 m

0.1$5 m0.20 m

0.1$5 m

1.50 m


4/18

H!,a 2

TRAMO DE %&GA

CO'CRETO : H!#mig!n #efab#icad! fc = 2(0 kg/cm7

8 d = 1&5.00 cm 9 = 0.(50

" = 256$54 kg/cm7 8 = $.; 1 &/(?? 5

11.5; cm 100.6 cm7

50;.46 tm

Si: C= 20 cm a= 1$ cm 5>8 " = 105.12 cm7

= 0.00&; 1 ?? $d= 1&(.41 cm A= 10.44 cmC= 11 cm 1 ?? $

M? MDE MD@

'.ma4

CL!


5/18

H!,a 2

= 553.00 t-m.8 " = 115.65 cm7

112.64 cm72>

555.&$ tm= 0.004&

d= 1&$.4; cm A= 11.50 cmC= 12 cm 1 ?? $1 ?? $

= 435.00 t-m. ($.(6 cm7

5> 1 &/(?? 511.2 cm ;0.5 cm7

461.&6 tm

Si: C= 20 cm a= 1$ cm 4> 1 &/(?? 58 " = ;0.;$ cm7

= 0.00&4

d= 1&(.(0 cm A= ;.40 cmC= 9 cm

= 575.00 t-m. 11$.&0 cm7

5> 1 &/(?? 512.;1 cm 115.; cm7

5$(.20 tm

Si: C= 20 cm a= 1$ cm 5>8 " = 120.25 cm7 &>

= 0.0045 d= 1&$.0; cm A= 12.0& cmC= 13 cm 1 ?? $0> 1 ?? $

= 653.00 t-m. 1&&.;6 cm7

5> 1 &/(?? 514.21 cm 1&6.& cm7

66(.64 tm

Si: C= 20 cm a= 1$ cm 5>8 " = 1&6.56 cm7 $>

= 0.0051

d= 1&5.$; cm A= 14.15 cmC= 14 cm 1 ?? $1 ?? $

= 564.00 t-m. 114.;$ cm7

5> 1 &/(?? 512.;1 cm 115.; cm7

5$(.20 tm

Si: C= 20 cm a= 1$ cm 5> 1 &/(?? 58 " = 11$.;5 cm7 &> 1 ?? $

= 0.0044

d= 1&$.0; cm A= 12.0& cmC= 12 cm


6/18

H!,a 2 )-

MOME'TO ?LT&MOD&STR&B?C&O' DE %AR&LLAS ES7. DE A

5$5.00 tnm

51.&6 tnm 5.1& cm7 0.625

& >

1 ??

15.;2 cm

1;.2( cm72 > &6.2; cm

(39.)6 *m52&.64 0.00 cm7

& >

0.5

2 >

0.&$5

(.44 cm

5.2; cm7(39.)6 *m(39.)6 *m

1&.56 tnm

0.$5

10.(& cm

15.&( cm72 > &5.65 cm

(39.)6 *m

0.00 0.00 cm7

(39.)6 *m0.00 cm7(39.)6 *m

(39.)6 *m

&5.65 cm

(39.)6 *m

0.625

2 >

0.$5

10.(& cm

15.&( cm72 > &5.65 cm

(39.)6 *m

502.64 ##:522

(39.)6 *m0.00 cm7(39.)6 *m

(39.)6 *m

4&5.00 tnm

0.00 tnm 2.$0 cm7

2 >

0.625

2 >

0.$5

10.(& cm

15.&( cm72 > &5.65 cm(39.)6 *m

4&5.00 0.00 cm7

(39.)6 *m0.00 cm7(39.)6 *m

(39 )6 *m

As',,sa

As )%alla

As',,sa As )%alla


7/18

H!,a 2 )-O ) *

1&.$4 tnm


8/18

H!,a 2

D&SEO 7OR CORTE

= 4$.64 tn = 45.$6 tn

= 4$.64 tn .d= 41.&4 tn

Ct, tma( ,l -,t:

= 5;.(6 tn 8 -Vs = 4.75 tn

i e" !"ib%e t!ma# e"t#ib!" a#a t!ma# c!#te 237.19 +% , ().75+%

" !"ib%e t!ma# e"aciamient!" maxim!" 12).2) +% , ().75+% 8 .max

-OA CETRA

= 60.00 cm 8 = ;.45 tn.

4$.64 tn-OA DE COFIAMIETO

= 2.(0 m

= 15.00 cm

SEPARACI V! V+ CATIDAD OG. ACUMUADA

@ 5.0 cm 113.40 tn 173.26 tn 1 5.0 m

@ 10.0 cm 56.70 tn 116.56 tn #1 #15.0 m

@ 15.0 cm 37.80 tn 97.66 tn # #$5.0 m

@ 16.0 cm 35.44 tn 95.30 tn 3 523.0 m

@ 17.0 cm 33.35 tn 93.22 tn 3 5$#.0 m

@ 18.0 cm 31.50 tn 91.36 tn 2 610.0 m

@ 19.0 cm 29.84 tn 89.71 tn 3# 1256.0 m

0.5 E:511

2.1G B( !! =

1.1G B( !! =


9/18

H!,a 2

> %!ng.= 1 ?? M = 6.54 cm

0.5

Aa#ga EB = 4.6$ tn/m

$0.$; tm

65.24 tm

$4.20 tm$0.$; tm

65.24 tm

$4.20 tm

22.4( cm7

".min : 2 > 0.5 = 2.58 mREF

&S?R. 4 D&STR&B?C& %ER&&CAC&' DE ES?EROS dc= 10.24 cm = &0.$( cm D.+fat.= 5&.0; tnm D.min = 16(.22 tnm

P " = 102.&; cm7 A= 104.22 cm ,.d = d /& = 124.$4 cm D.max = 221.&1 tnm M= &0?600 kg.cm - = 11.61P06 cmQ fs=M/)AsH.(+

D" = &&&.(6 tnm f.min = 1&41 kg/cm7 f.max = 1$64 kg/cm7

f."a = &012 R 2520 kg/cm7 f.max f.min = 42&kg/cm7 R 14$; 0.&&Cf.min P 561CE#/SB=

MAT&GA

. I As )Cag. (, S,.+

f.ma4 *f.m-J 1#$" *0.33Hf.mfs=/)(HA+1/3J 0.6Hf

fs,.=MsHCH/& J fs

B/2


10/18

H!,a 2

M= &0?600 kg.cm - = 12.42P06 cmQ fs=M/)AsH.(+ D" = 2$;.56 tnm f.min = 105$ kg/cm7 f.max = 141& kg/cm7

f."a = &022 R 2520 kg/cm7 f.max f.min = &55kg/cm7 R 14$; 0.&&Cf.min P 561CE

t*m f" = 2520 kg/cm7 f"e#v. = 1(&( kg/cm7 P C?M7LE dc= ;.(5 cm = 2;.1; cm D.+fat.= 55.65 tnm D.min = 14(.$4 t

P " = 10;.45 cm7 A= 105.(1 cm ,.d = d /& = 125.2$ cm D.max = 204.&; M= &0?600 kg.cm - = 10.66P06 cmQ fs=M/)AsH.(+

D" = &02.$4 tnm f.min = 1&11 kg/cm7 f.max = 1(02 kg/cm7

f."a = 2;(4 R 2520 kg/cm7 f.max f.min = 4;1kg/cm7 R 14$; 0.&&Cf.min P 561CE

t*m f" = 2520 kg/cm7 f"e#v. = 2&($ kg/cm7 P C?M7LE dc= 11.56 cm = &2.;& cm D.+fat.= 5&.0; tnm D.min = 16(.22 t

P " = ((.;2 cm7 A= 102.0$ cm ,.d = d /& = 124.02 cm D.max = 221.&1 M= &0?600 kg.cm - = 12.(2P06 cmQ fs=M/)AsH.(+

D" = &&&.(6 tnm f.min = 11$0 kg/cm7 f.max = 1540 kg/cm7 f."a = &0&2 R 2520 kg/cm7 f.max f.min = &6;kg/cm7 R 14$; 0.&&Cf.min P 561CE

t*m f" = 2520 kg/cm7 f"e#v. = 2111 kg/cm7 P C?M7LE dc= 12.(6 cm = &5.60 cm D.+fat.= 4(.;& tnm D.min = 145.56 t

P " = $5.64 cm7 A= ;;.40 cm ,.d = d /& = 12&.1& cm D.max = 1;4.4; M= &0?600 kg.cm - = 14.&(P06 cmQ fs=M/)AsH.(+

D" = 2$;.56 tnm f.min = (6$ kg/cm7 f.max = 115; kg/cm7

f."a = &0(; R 2520 kg/cm7 f.max f.min = 2;2kg/cm7 R 14$; 0.&&Cf.min P 561CE

t*m f" = 2520 kg/cm7 f"e#v. = 15&6 kg/cm7 P C?M7LE dc= 11.56 cm = &2.;& cm D.+fat.= 55.65 tnm D.min = 14(.$4 t

P " = ((.;2 cm7 A= 102.0$ cm ,.d = d /& = 124.02 cm D.max = 204.&; M= &0?600 kg.cm - = 12.(2P06 cmQ fs=M/)AsH.(+

D" = &02.$4 tnm f.min = 10&5 kg/cm7 f.max = 1422 kg/cm7

f."a = &0&2 R 2520 kg/cm7 f.max f.min = &($kg/cm7 R 14$; 0.&&Cf.min P 561CE

t*m f" = 2520 kg/cm7 f"e#v. = 1;15 kg/cm7 P C?M7LE

f.ma4 *f.m-J 1#$" *0.33fs=/)(HA+1/3J 0.6Hf

fs,.=MsHCH/& J fs

f.ma4 *f.m-J 1#$" *0.33fs=/)(HA+1/3J 0.6Hf

fs,.=MsHCH/& J fs

f.ma4 *f.m-J 1#$" *0.33

fs=/)(HA+1/3J 0.6Hffs,.=MsHCH/& J fs

f.ma4 *f.m-J 1#$" *0.33fs=/)(HA+1/3J 0.6Hf

fs,.=MsHCH/& J fs

f.ma4 *f.m-J 1#$" *0.33fs=/)(HA+1/3J 0.6Hf

fs,.=MsHCH/& J fs


11/18

H!,a 2 )

! &

$.4; cm 4200

4.;4

5.(6 cm 4200

$.(& cm 4200

5.4&

0.00 cm 0

$.(& cm 4200

5.4&

0.00 cm 0

! &

$.(& cm 4200

5.4&

0.00 cm 0

$.(& cm 4200

5.4&

0.00 cm 0


12/18

H!,a 2 )-O ) *-

)-O ) *-3 H!,a 2 'g: 12

$.(& cm 4200

0.00 cm 0


13/18

H!,a 2 )-O

8 = 55.12 tn

;.(0 m


14/18

H!,a 2 )-O ) *-

)-O ) *-3 H!,a 2 'g: 14

8 1&.12 tnm


15/18

H!,a 2 )-O ) *-

)-O ) *-3 H!,a 2 'g: 15


16/18

H!,a 2 )-

MOME'TO RES&STE'TE TOTAL

7ARC&AL

9).09 +%(m

6(.$$ tnm

25.&2 tnm

$5.26 tnm

$5.26 tnm

0.00 tnm

$5.26 tnm

$5.26 tnm

0.00 tnm

MOME'TO RES&STE'TE TOTAL

7ARC&AL

75.26 +%(m

$5.26 tnm

0.00 tnm

75.26 +%(m

$5.26 tnm

0.00 tnm


17/18

H!,a 2 )-O ) *-

)-O ) *- H , 2 '

$5.26 tnm

$5.26 tnm

0.00 tnm


18/18

H!,a 2 )-O ) *-

)-O ) *-3 H!,a 2 'g: 1(

45.$6 tn

Metrado Carga Muerta

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