m1m

7/26/2019 M1M

1/81

METRADO DE COLUMNASPRIMER PIS

Columna ancho largo alturaC1 0.25 0.25 5.17C2 0.25 0.25 5.17C3 0.25 0.25 5.17C4 0.25 0.25 5.17C5 0.25 0.25 5.17C6 0.25 0.25 5.17

PESO T

METRADO DE COLUMNAS CIRCULARESPRIMER PIS

Viga Radio altura

C1 0.3 5.17C2 0.3 5.17

PESO T

METRADO DE PLACASPRIMER PIS

Columna ancho largo altura

PL-1 0.15 1 5.17PL-2 0.15 0.85 5.17PL-3 0.15 0.5 5.17

PESO T

7/26/2019 M1M

2/81

7/26/2019 M1M

3/81

METRADO DE COLUMNASSEGUNDO PI


C1 0.25 0.25 3.325C2 0.25 0.25 3.325C3 0.25 0.25 3.325C4 0.25 0.25 3.325C5 0.25 0.25 3.325C6 0.25 0.25 3.325

PESO T

METRADO DE COLUMNAS CIRCULARESSEGUNDO PI

Viga Radio altura

C1 0.3 3.325C2 0.3 3.325

PESO TO

METRADO DE PLACASSEGUNDO PI


PL-1 0.15 1 3.325PL-2 0.15 0.85 3.325PL-3 0.15 0.5 3.325

PESO

7/26/2019 M1M

4/81

METRADO DE COLUMNASAOTEA


C1 0.25 0.25 2.35PESO TO

METRADO PLACAAOTEA


PL-1 0.15 0.85 2.35PESO TO

7/26/2019 M1M

5/81

METRADO DE LOSA PRIMER ENTREPISO

DESCRIPCION UNIDADCANTID

!und"

LOSA ALIGERADA #G

PAO 1 KG 1PAO 2 KG 1PAO 3 KG 1PAO 4 KG 1PAO 5 KG 1PAO 6 KG 2PAO 7 KG 1PAO 8 KG 1PAO 9 KG 1

PAO 10 KG 1

PAO 11 KG 1PAO 12 KG 1PAO 13 KG 1

PAO CIRCULAR 14 KG 1PAO CURCULAR 15 KG 1PAO CIRCULAR 16 KG 1

METRADO DE LOSA SEGUNDO PISO


!und"

LOSA ALIGERADA #G

PAO 1 KG 1PAO 2 KG 1PAO 3 KG 1PAO 4 KG 1

PAO 5 KG 1PAO 6 KG 2PAO 7 KG 1PAO 8 KG 1PAO 9 KG 1

PAO 10 KG 1

PAO 11 KG 1

PAO 12 KG 1

7/26/2019 M1M

6/81

PAO 13 KG 1

PAO CIRCULAR 14 KG 1

PAO CURCULAR 15 KG 1


METRADO DE LOSA AOTEA


!und"

LOSA ALIGERADA #G

PAO 1 KG 1

7/26/2019 M1M

7/81

METRADO DE TA$I%UERIA PRIMER PISO


!und"

TA$I%UERIA #G



METRADO DE TA$I%UERIA SEGUNDO PISO


!und"

TA$I%UERIA #G

PAO 1 KG 1PAO 2 KG 1PAO 3 KG 1PAO 4 KG 1PAO 5 KG 1PAO 6 KG 2



7/26/2019 M1M

8/81

METRADO DE TA$I%UERIA AOTEA


!und"

TA$I%UERIA #G

PAO 1 KG 1

7/26/2019 M1M

9/81

METRADO DE SO$RECARGA PRIMER PISO


!und"

TA$I%UERIA #G



METRADO DE SO$RECARGA SEGUNDO PISO


!und"

TAI!UERIA KGPAO 1 KG 1PAO 2 KG 1PAO 3 KG 1PAO 4 KG 1PAO 5 KG 1PAO 6 KG 2



7/26/2019 M1M

10/81


!und"

TA$I%UERIA #G

PAO 1 KG 1

7/26/2019 M1M

11/81

METRADO DE ACA$ADOS PRIMER ENTREPISO


!und"

LOSA ALIGERADA #G



PAO CIRCULAR 14 KG 1PAO CURCULAR 15 KG 1PAO CIRCULAR 16 KG 1

METRADO DE ACA$ADO SEGUNDO PISO


!und"

LOSA ALIGERADA #G


PAO 4 KG 1PAO 5 KG 1PAO 6 KG 2PAO 7 KG 1PAO 8 KG 1PAO 9 KG 1

PAO 10 KG 1

PAO 11 KG 1

7/26/2019 M1M

12/81

PAO 12 KG 1

PAO 13 KG 1


PAO CURCULAR 15 KG 1


METRADO DE ACA$ADO AOTEA


!und"

LOSA ALIGERADA #G

PAO 1 KG 1

7/26/2019 M1M

13/81

ME

&'(c() *actor!ton+m," -()o!ton"1 2.4 0.781 2.4 0.783 2.4 2.336 2.4 4.653 2.4 2.332 2.4 1.55

TAL DE LA COLUMNA 12.41

& '(c() *actor!ton+m," -()o!ton"

1 2.4 3.511 2.4 3.51

OTAL DE LAS VIGAS 7.02

&'(c() *actor!ton+m," -()o!ton"

2 2.4 3.721 2.4 1.582 2.4 1.86

TAL DE LAS PLACAS 7.17

7/26/2019 M1M

14/81

7/26/2019 M1M

15/81

O


1 2.4 0.501 2.4 0.503 2.4 1.506 2.4 2.993 2.4 1.502 2.4 1.00

TAL DE LA COLUMNA 7.98

O

& '(c() *actor!ton+m," -()o!ton"

1 2.4 2.261 2.4 2.26

AL DE LAS COLUMNAS 4.51

O


2 2.4 2.391 2.4 1.022 2.4 1.20

OTAL DE LA PLACA 4.61

7/26/2019 M1M

16/81


3 2.4 1.06 AL DE LAS COLUMNAS 1.06


3 2.4 2.16 AL DE LAS COLUMNAS 2.16

CUADRO RESUMEN

METRADO CULUMNAS

METRADO VIGAS

METRADO PLACAS

7/26/2019 M1M

17/81

D LARGO AN

!m" !

0.745 1.3.95 23.953.953.95 0

11.952.6 2

0.850.75

3.2 33.88 23.88

SCSCSC

#G

D LARGO AN

!m" !

0.745 1.3.95 23.953.95

3.95 011.952.6 2

0.85

0.75

3.2 3

3.88 2

7/26/2019 M1M

18/81

3.88

SC

SC

SC

#G

D LARGO AN

!m" !

2.15 3

#G

CUADRO RESUMEN

METRADO LOSAS

7/26/2019 M1M

19/81

D AREA PESO E

!m0" !1g

15.9375 139.5625 144.0625 140.9375 1

30.5 111.25 1

18.4375 129.6875 17.8125 1

7.1875 138.9375 139.5625 1

40.5 1

#G

D AREA PESO E

!m0" !1g

15.9375 139.5625 144.0625 140.9375 1

30.5 111.25 1

18.4375 129.6875 17.8125 17.1875 1

38.9375 139.5625 1

40.5 1

#G

7/26/2019 M1M

20/81

D AREA PESO E

!m0" !1g

22.792 1

#G

CUADRO RESUMEN

METRADO TA$I%UERIA

7/26/2019 M1M

21/81

D AREA PESO E

!m0" !1g

15.9375 139.5625 144.0625 140.9375 1

30.5 111.25 1

18.4375 129.6875 17.8125 1

7.1875 138.9375 139.5625 1

40.5 1

#G

D AREA PESO E

!m0" !1g

15.9375 139.5625 144.0625 140.9375 1

30.5 111.25 1

18.4375 129.6875 17.8125 17.1875 1

38.9375 139.5625 1

40.5 1

#G

7/26/2019 M1M

22/81

D AREA PESO E

!m0" !1g

22.792 1#G

CUADRO RESUMEN

METRADO SO$RECARGA

7/26/2019 M1M

23/81

D LARGO AN

!m" !

0.745 1.3.95 23.953.953.95 0

11.952.6 2

0.85

0.753.2 3

3.88 23.88

SCSCSC

#G

D LARGO AN

!m" !

0.745 1.3.95 23.95

3.953.95 0

11.952.6 2

0.85

0.75

3.2 3

7/26/2019 M1M

24/81

3.88 2

3.88

SC

SC

SC

#G

D LARGO AN

!m" !

2.15 3

#G

CUADRO RESUMEN

METRADO ACA$ADOS

7/26/2019 M1M

25/81

RADO CARGA VERTICAL

METRADO DE VIGAS Y COLUMNAS PRIMER PISOMETRADO DE VIGAS E"E #-#

Viga anchoV-1 0.25V-1 0.25V-1 0.25V-1 0.25V-1 0.25V-1 0.25V-1 0.25V-1 0.25

VC$-1%30#20& 0.3VC$-1%30#20& 0.3VC$-1%30#20& 0.3V-1%20#20& 0.2V-2%15#20& 0.15V-2%15#20& 0.15V-2%15#20& 0.15V-2%15#20& 0.15V-1%20#20& 0.2

METRADO DE VIGAS E"E '-'PRIMER PISO

Viga ancho

VA-1%25(30& 0.25VA-3%25#20& 0.25VA-1%25(30& 0.25VA-2%30#20& 0.3

VA-1%25(30& 0.25VA-2%30#20& 0.3VA-1%25(30& 0.25VA-3%25#20& 0.25

7/26/2019 M1M

26/81

7/26/2019 M1M

27/81

METRADO DE VIGAS Y COLUMNAS SEGUNDO PISO

METRADO DE VIGAS E"E #-#

Viga ancho

V-1 0.25V-1 0.25V-1 0.25V-1 0.25V-1 0.25V-1 0.25V-1 0.25V-1 0.25

VC$-1%30#20& 0.3VC$-1%30#20& 0.3

VC$-1%30#20& 0.3V-1%20#20& 0.2V-2%15#20& 0.15V-2%15#20& 0.15V-2%15#20& 0.15V-2%15#20& 0.15V-1%20#20& 0.2

METRADO DE VIGAS E"E '-'

Viga ancho

VA-1%25(30& 0.25VA-3%25#20& 0.25VA-1%25(30& 0.25VA-2%30#20& 0.3

VA-1%25(30& 0.25VA-2%30#20& 0.3VA-1%25(30& 0.25VA-3%25#20& 0.25

7/26/2019 M1M

28/81

METRADO DE VIGAS Y COLUMNAS AOTEA

METRADO DE VIGAS E"E #-#

Viga ancho

V-1 0.25

METRADO DE VIGAS E"E '-'

Viga ancho

VA-1%25#30& 0.25VA-2%30#20& 0.3

2ER PISO 0DO PISO AOTEA

19.42 12.49 1.0615.47 15.47 1.567.17 4.61 2.16

7/26/2019 M1M

29/81

METRADO DE LOSAS ALIGERADAS

C.O AREA PESO ESP3

" !m0" !#g+m0"

805 1.344725 300.38 9.401 300.1 12.245 300.6 10.27 300.93 3.6735 300.8 1.6 3001 1.95 300.15 5.59 300.4 0.34 300.4 0.3 300

.03 9.696 300

.45 9.506 300.6 10.088 300

6.69 3001.329 3000.296 300

C.O AREA PESO ESP3

" !m0" !#g+m0"

805 1.344725 300.38 9.401 300.1 12.245 300.6 10.27 300

.93 3.6735 300.8 1.6 3001 1.95 300.15 5.59 300.4 0.34 300

.4 0.3 300

.03 9.696 300

.45 9.506 300

7/26/2019 M1M

30/81

.6 10.088 300

6.69 300

1.329 300

0.296 300

C.O AREA PESO ESP3

" !m0" !#g+m0"

.03 6.5145 280


25295.77 25295.77 1824.06

7/26/2019 M1M

31/81

METRADO DE TA$I%UERIA

PECI/ICO SU$ TOTAL

+m0"

00 1593.7500 3956.2500 4406.2500 4093.7500 305000 225000 1843.7500 2968.7500 781.25

00 718.7500 3893.7500 3956.2500 4050

,456035

PECI/ICO SU$ TOTAL

+m0"

00 1593.7500 3956.2500 4406.2500 4093.7500 305000 2250

00 1843.7500 2968.7500 781.2500 718.7500 3893.7500 3956.2500 4050

,456035

7/26/2019 M1M

32/81

PECI/ICO SU$ TOTAL

+m0"

00

004730


37562.50 37562.50 2279.20

7/26/2019 M1M

33/81

METRADO DE SORECARGA

PECI/ICO SU$ TOTAL

+m0"

00 1593.7500 3956.2500 4406.2500 4093.7500 305000 112500 1843.7500 2968.7500 781.25

00 718.7500 3893.7500 3956.2500 4050

,68,435

PECI/ICO SU$ TOTAL

+m0"

00 1593.7500 3956.2500 4406.2500 4093.7500 305000 2250

00 1843.7500 2968.7500 781.2500 718.7500 3893.7500 3956.2500 4050

,456035

7/26/2019 M1M

34/81

PECI/ICO SU$ TOTAL

+m0"

00004730


36437.50 37562.50 2279.20

7/26/2019 M1M

35/81

METRADO DE ACAADOS

C.O AREA PESO ESP3

" !m0" !#g+m0"

805 1.344725 100.38 9.401 100.1 12.245 100.6 10.27 100.93 3.6735 100.8 1.6 1001 1.95 100.15 5.59 100.4 0.34 100

.4 0.3 100.03 9.696 100.45 9.506 100.6 10.088 100

6.69 1001.329 1000.296 100

C.O AREA PESO ESP3

" !m0" !#g+m0"

805 1.344725 100.38 9.401 100.1 12.245 100

.6 10.27 100.93 3.6735 100.8 1.6 1001 1.95 100.15 5.59 100.4 0.34 100

.4 0.3 100

.03 9.696 100

7/26/2019 M1M

36/81

.45 9.506 100

.6 10.088 100

6.69 100

1.329 100

0.296 100

C.O AREA PESO ESP3

" !m0" !#g+m0"

.03 6.5145 100


8431.92 8431.92 651.45

7/26/2019 M1M

37/81

PRIMER PISO

P(ralt( largo0.2 1.180.2 2.850.2 3.350.2 2.70.2 0.450.2 2.180.2 2.630.2 3.280.2 2.850.2 2.950.2 2.90.2 3.20.2 3.280.2 0.60.2 1.20.2 2.70.2 3.85

PESO TO

P(ralt( largo

0.3 2.120.2 2.120.3 4.20.2 4.2

0.3 2.40.2 2.40.3 4.130.2 4.13

PESO TO

7/26/2019 M1M

38/81

7/26/2019 M1M

39/81

SEGUNDO PISO

P(ralt( largo

0.2 1.180.2 2.850.2 3.350.2 2.70.2 0.450.2 2.180.2 2.630.2 3.280.2 2.850.2 2.95

0.2 2.90.2 3.20.2 2.70.2 3.280.2 0.60.2 1.20.2 3.85

PESO TO

SEGUNDO PISO

P(ralt( largo

0.3 2.120.2 2.120.3 4.20.2 4.2

0.3 2.40.2 2.40.3 4.130.2 4.13

PESO TO

7/26/2019 M1M

40/81

AOTEA

P(ralt( largo

0.2 3.28PESO TO

AOTEA

P(ralt( largo

0.3 2.40.2 2.4

PESO TO

7/26/2019 M1M

41/81

PARCIAL SU$ TOTAL

!#g" *actor!ton+m,"

403.41752820.33673.53081

1102.05480585

167710290

2908.82851.83026.42007398.788.8

0507534645

PARCIAL SU$ TOTAL

!#g" *actor!ton+m,"

403.41752820.33673.53081

1102.05480585

1677102

90

2908.8

2851.8

7/26/2019 M1M

42/81

3026.4

2007

398.7

88.8

0507534645

PARCIAL SU$ TOTAL

!#g" *actor!ton+m,"

1824.06

29083:6

7/26/2019 M1M

43/81

7/26/2019 M1M

44/81

7/26/2019 M1M

45/81

7/26/2019 M1M

46/81

7/26/2019 M1M

47/81

PARCIAL SU$ TOTAL

!#g" *actor!ton+m,"

134.4725940.1

1224.51027

367.3516019555934

30969.6950.6

1008.8669

132.929.6

98,237005

PARCIAL SU$ TOTAL

!#g" *actor!ton+m,"

134.4725940.1

1224.5

1027367.35

16019555934

30

969.6

7/26/2019 M1M

48/81

950.6

1008.8

669

132.9

29.6

98,237005

PARCIAL SU$ TOTAL

!#g" *actor!ton+m,"

651.45

652385

7/26/2019 M1M

49/81

& '(c() *actor!ton+m,"2 2.44 2.41 2.43 2.41 2.42 2.41 2.42 2.41 2.41 2.41 2.41 2.41 2.42 2.42 2.41 2.41 2.4

TAL DE LA VIGA

& '(c() *actor!ton+m,"

1 2.41 2.43 2.42 2.4

2 2.42 2.42 2.42 2.4

TAL DE LA VIGA

7/26/2019 M1M

50/81

7/26/2019 M1M

51/81


2 2.44 2.41 2.43 2.41 2.42 2.41 2.42 2.41 2.41 2.4

1 2.41 2.41 2.41 2.42 2.42 2.41 2.4

TAL DE LA VIGA


1 2.41 2.43 2.42 2.4

2 2.42 2.42 2.42 2.4

TAL DE LA VIGA

7/26/2019 M1M

52/81


2 2.4 TAL DE LA VIGA


1 2.41 2.4

TAL DE LA VIGA

7/26/2019 M1M

53/81

7/26/2019 M1M

54/81

7/26/2019 M1M

55/81

7/26/2019 M1M

56/81

7/26/2019 M1M

57/81

7/26/2019 M1M

58/81

7/26/2019 M1M

59/81

7/26/2019 M1M

60/81

7/26/2019 M1M

61/81

-()o!ton"0.281.370.400.970.050.520.320.790.410.420.420.310.240.090.170.190.377.32

-()o!ton"

0.380.252.271.21

0.860.691.490.998.15

7/26/2019 M1M

62/81

7/26/2019 M1M

63/81

-()o!ton"

0.281.370.400.970.050.520.320.790.410.42

0.420.310.190.240.090.170.377.32

-()o!ton"

0.380.252.271.21

0.860.691.490.998.15

7/26/2019 M1M

64/81

-()o!ton"

0.790.79

-()o!ton"

0.430.350.78

7/26/2019 M1M

65/81

7/26/2019 M1M

66/81

7/26/2019 M1M

67/81

7/26/2019 M1M

68/81

7/26/2019 M1M

69/81

7/26/2019 M1M

70/81

7/26/2019 M1M

71/81

7/26/2019 M1M

72/81

7/26/2019 M1M

73/81

SUMATORIA DE METRADOS 2; ENTREPISO UND

METRADO TOTAL VIGAS TONMETRADO TOTAL COLUMNAS TON

METRADO TOTAL PLACAS TON

METRADO TOTAL LOSAS TONMETRADO TOTAL ACA$ADOS TON

METRADO TOTAL DE MUROS Y TA$I%UES TONMETRADO TOTAL DE SO$RECARGAS TON

TOTAL TON

SUMATORIA DE METRADOS 0; ENTREPISO UND


METRADO TOTAL PLACAS TON

METRADO TOTAL LOSAS TONMETRADO TOTAL ACA$ADOS TONMETRADO TOTAL DE MUROS Y TA$I%UES TON

METRADO TOTAL DE SO$RECARGAS TONTOTAL TON

SUMATORIA DE METRADOS AOTEA UND


METRADO TOTAL PLACAS TONMETRADO TOTAL LOSAS TON

METRADO TOTAL ACA$ADOS TONMETRADO TOTAL DE MUROS Y TA$I%UES TON

METRADO TOTAL DE SO$RECARGAS TONTOTAL TON

UNIDAD

-rim(r -i)o TON)(gundo -i)o TON

a

7/26/2019 M1M

74/81

7/26/2019 M1M

75/81

7/26/2019 M1M

76/81

METRADO

15.47

113.35 DEAD

19.427.17

25.308.4337.5636.44

36.44 LIVE149.79

METRADO

15.47

103.86 DEAD

12.494.61

25.308.4337.5637.56

37.56 LIVE141.43

METRADO

1.56

23.42 DEAD

12.494.611.820.652.282.28

2.28 LIVE25.70

CARGA VIVA CARGA MUERTA LIVE

36.44 113.35 9.109375

37.56 103.86 9.3906252.28 23.42 0.5698

18.52

7/26/2019 M1M

77/81

7/26/2019 M1M

78/81

7/26/2019 M1M

79/81

REDUCCION DE CARGA

DEAD =T POR PISO

113.35 122.46

103.86 113.2523.42 23.99

240.6359.13

7/26/2019 M1M

80/81

7/26/2019 M1M

81/81

m1m

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