Hoja de cálculo en Planos Estructurales.xlsx

8/18/2019 Hoja de cálculo en Planos Estructurales.xlsx

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PLANILLA DE HIERROS

Marca Tipo Ø NºDimensionado (m)

a b c d gPLINTOS

100 C 12 64 1.20 2 x 0,10

101 C 12 40 0.90 2 x 0,10102 C 12 36 0.55 2 x 0,10

OL!MNAS200 L 12 72 6.60 0.30205 O 8 495 2 x 0,25 2 x 0,15 2 x 0.10

ADENAS (N"#$%#)300 C 12 12 9.45 2 x 0,10301 C 12 16 7.80 2 x 0,10305 O 8 270 2 x 0,15 2 x 0,15 2 x 0,10

&RADAS (N "#$' a N "%$ #)

400 F 12 5 1.70 0.40 0.60 0.15 0.10401 A 12 5 0.75 0.50 0.15 0.10402 A 12 5 0.60 0.30 0.10 0.10403 I 12 47 0.95404 L 12 5 0.50 0.20405 L 12 5 0.60 0.30406 S 12 5 2.05 1.05 0.50 2 x 0,10407 A 12 5 1.15 0.50 0.10 0.10408 A 12 5 1.00 0.50 0.10 0.10

LOSA DE ENTREPISO N"%$ #

500 C 12 9 9.46 2 x 0,17501 C 12 12 9.06 2 x 0,17502 C 12 23 2.76 2 x 0,17503 C 12 27 1.76 2 x 0,17504 C 12 12 1.56 2 x 0,17505 C 12 4 1.06 2 x 0,17506 C 12 47 0.86 2 x 0,17510 I 12 21 9.45511 I 12 27 9.05512 I 12 4 6.95

513 I 12 4 3.60514 I 12 4 3.40

ESTRI*OS EN +I&AS *ANDA N"%$ #550 O 8 223 2 x 0,35 2 x 0,15 2 x 0,10

551 O 8 171 2 x 0,30 2 x 0,15 2 x 0,10

LOSA DE !*IERTA N",$%%600 C 12 9 9.46 2 x 0,12601 C 12 12 9.06 2 x 0,12602 C 12 23 2.76 2 x 0,12

603 C 12 31 1.76 2 x 0,12604 C 12 16 1.56 2 x 0,12605


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606 C 12 43 0.86 2 x 0,12610 I 12 25 9.45611 I 12 27 9.05

ESTRI*OS EN +I&AS *ANDA N",$%%650 O 8 223 2 x 0,35 2 x 0,10 2 x 0,10651 O 8 171 2 x 0,30 2 x 0,10 2 x 0,10

ASA ,

PLANILLA DE HIERROS

Marca Tipo Ø NºDimensionado (m)

a b c d gPLINTOS

100 C 12 72 1.30 2 x 0,10

101 C 12 40 0.90 2 x 0,10102 C 12 36 0.55 2 x 0,10

OL!MNAS200 L 12 72 6.60 0.30205 O 8 495 2 x 0,25 2 x 0,15 2 x 0.10

ADENAS (N"#$%#)300 C 12 12 9.45 2 x 0,10301 C 12 16 7.80 2 x 0,10305 O 8 270 2 x 0,15 2 x 0,15 2 x 0,10

&RADAS (N "#$' a N "%$ #)

400 F 12 5 1.70 0.40 0.60 0.15 0.10401 A 12 5 0.75 0.50 0.15 0.10402 A 12 5 0.60 0.30 0.10 0.10403 I 12 47 0.95404 L 12 5 0.50 0.20405 L 12 5 0.60 0.30406 S 12 5 2.05 1.05 0.50 2 x 0,10407 A 12 5 1.15 0.50 0.10 0.10408 A 12 5 1.00 0.50 0.10 0.10

LOSA DE ENTREPISO N"%$ #

500 C 12 9 9.46 2 x 0,17501 C 12 12 9.06 2 x 0,17502 C 12 23 2.76 2 x 0,17503 C 12 27 1.76 2 x 0,17504 C 12 12 1.56 2 x 0,17505 C 12 4 1.06 2 x 0,17506 C 12 47 0.86 2 x 0,17510 I 12 21 9.45511 I 12 27 9.05512 I 12 4 6.95

513 I 12 4 3.60514 I 12 4 3.40

ESTRI*OS EN I&AS *ANDA N"%$ #


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550 O 8 223 2 x 0,35 2 x 0,15 2 x 0,10551 O 8 171 2 x 0,30 2 x 0,15 2 x 0,10

LOSA DE !*IERTA N",$%%600 C 12 9 9.46 2 x 0,12601 C 12 12 9.06 2 x 0,12602 C 12 23 2.76 2 x 0,12603 C 12 31 1.76 2 x 0,12604 C 12 16 1.56 2 x 0,12605606 C 12 43 0.86 2 x 0,12610 I 12 25 9.45611 I 12 27 9.05

ESTRI*OS EN +I&AS *ANDA N",$%%650 O 8 223 2 x 0,35 2 x 0,10 2 x 0,10651 O 8 171 2 x 0,30 2 x 0,10 2 x 0,10


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or-e Long$ To-a. Peso LONG PESO Nª PESO

TOTAL TOTAL VARILL REAL

1.40 89.60 79.56

1.10 44.00 39.070.75 27.00 23.98 160.60 142.61 13 138.528

6.90 496.80 441.16 496.80 441.16 41 436.8961.00 495.00 195.53 495.00 195.53 41 194.34

9.65 115.80 102.838.00 128.00 113.66 243.80 216.49 20 213.120.80 216.00 85.32 216.00 85.32 18 85.32

2.95 14.75 13.101.50 7.50 6.661.10 5.50 4.880.95 44.65 39.650.70 3.500.90 4.50 4.003.80 19.00 16.871.85 9.251.70 8.50 7.55 117.15 92.71 10 106.56

9.80 88.20 78.329.40 112.80 100.173.10 71.30 63.312.10 56.70 50.351.90 22.80 20.251.40 5.60 4.971.20 56.40 50.089.45 198.45 176.229.05 244.35 216.986.95 27.80 24.69

3.60 14.40 12.793.40 13.60 12.08 912.40 810.21 76 809.856

1.20 267.60 105.70

1.10 188.10 74.30 455.70 180.00 38 180.12

9.70 87.30 77.529.30 111.60 99.103.00 69.00 61.27

2.00 62.00 55.061.80 28.80 25.57


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1.10 47.30 42.009.45 236.25 209.799.05 244.35 216.98 886.60 787.30 74 788.544

1.10 245.30 96.891.00 171.00 67.55 416.30 164.44 35 165.90

or-e Long$ To-a. Peso LONG PESO Nª PESO

TOTAL TOTAL VARILL REAL

1.50 108.00 95.90

1.10 44.00 39.070.75 27.00 23.98 179.00 158.95 15 159.84

6.90 496.80 441.16 496.80 441.16 41 436.8961.00 495.00 195.53 495.00 195.53 41 194.34

9.65 115.80 102.838.00 128.00 113.66 243.80 216.49 20 213.120.80 216.00 85.32 216.00 85.32 18 85.32

2.95 14.75 13.101.50 7.50 6.661.10 5.50 4.880.95 44.65 39.650.70 3.500.90 4.50 4.003.80 19.00 16.871.85 9.251.70 8.50 7.55 117.15 92.71 10 106.56

9.80 88.20 78.329.40 112.80 100.173.10 71.30 63.312.10 56.70 50.351.90 22.80 20.251.40 5.60 4.971.20 56.40 50.089.45 198.45 176.229.05 244.35 216.986.95 27.80 24.69

3.60 14.40 12.793.40 13.60 12.08 912.40 810.21 76 809.856


6/16

1.20 267.60 105.701.10 188.10 74.30 455.70 180.00 38 180.12

9.70 87.30 77.529.30 111.60 99.103.00 69.00 61.272.00 62.00 55.061.80 28.80 25.57

1.10 47.30 42.009.45 236.25 209.799.05 244.35 216.98 886.60 787.30 74 788.544

1.10 245.30 96.891.00 171.00 67.55 416.30 164.44 35 165.90


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RESUMEN DE HORMIGONf'c f'c

210 kg/cm2 180 kg/cm2

PLINTO Nº A * H Hormigon Rep.an-i..oTIPO (m) (m) (m) (m/) (m/)P1 4 1.30 1.30 0.25 1.69 0.68P2 2 1.00 1.00 0.25 0.50 0.20P3 2 0.65 1.30 0.25 0.42 0.17P4 4 0.65 1.00 0.20 0.52 0.26

TOTAL 3.13 1.31 3.50

OL!M Nº A * L HormigonTIPO (m) (m) (m) (m/)C1 12 0.20 0.30 5.50 3.96

TOTAL 3.96 4.0

ADENAS Nº A * L HormigonTIPO (m) (m) (m) (m/)C1 3 0.20 0.20 9.50 1.14C2 4 0.20 0.20 7.85 1.26

TOTAL 2.40 2.4

&RADAS Nº A * L HormigonTIPO 'T (m) (m) (m) (m/)

G1 1 1.50 1.00 1.50

TOTAL 1.50 1.5

LOSA Nº A * H HormigonENTREPISO (m) (m) (m) (m/)

L1 1 9.50 9.10 0.20 17.29Hueco-G ! 1 2.30 2.00 0.20 0.92"#o$.%.15& 458 0.40 0.20 0.15 5.50

TOTAL 10.87 11.00

LOSA Nº A * H Hormigon

!*IERTA (m) (m) (m) (m/)L1 1 9.50 9.10 0.15 12.97

"#o$.%.10& 475 0.40 0.20 0.10 3.80TOTAL 9.17 10.00

32.


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RES!MEN DE MATERIALES

R!*ROHORMI&ON (m/) Hierro 0123%## 4g5cm% Nº +ARILLAS *.o67e *.o67e

08c 08c Ø2 mm Ø2'%mm Longi-7d '% m ', cm '# cm

' #4g5cm% %'#4g5cm% (66) (66) Ø2 mm Ø2'%mm (7) (7)PLINTOS 1.30 3.50 3.52 15.00

COL !NAS 4.00 4.28 9.63 41.00 41.00

CA"ENAS 2.50 1.88 4.70 18.00 20.00

#RA"A 1.50 0.00 2.35 10.00 LOSA N$2.74 11.00 3.97 17.85 38.00 76.00 460.00

LOSA N$2.74 9.50 3.66 17.38 35.00 74.00 480

TOTAL '$/# /%$## '/$ 9 ,,$33 '/%$## %/:$## 3:#$## 3 #$##

RES!MEN DE MATERIALES

R!*RO

HORMI&ON (m/) Hierro 0123%## 4g5cm% Nº +ARILLAS *.o67e *.o67e

08c 08c Ø2 mm Ø2'%mm Longi-7d '% m ', cm '# cm

' #4g5cm% %'#4g5cm% (;g) (;g) Ø2 mm Ø2'%mm (7) (7)

PLINTOS 1.30 3.50 138.53 13

COL !NAS 4.00 194.34 436.90 41 41

CA"ENAS 2.50 85.32 213.12 18 20

#RA"A 1.50 106.56 10

LOSA N$2.70 11.00 180.12 809.86 38 76 460

LOSA N$5.22 9.50 165.90 788.54 35 74 480

TOTAL '$/# /%$## :%,$: %39/$,# '/% %/3 3:# 3 #


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To-a. (m)

Ø2'%mm Agregados166.40 PLINTOS R%&%' ( 18.12 m3

259.20 COL !NAS A)*+ ( 18.12 m3

135.20 CA"ENAS L - )* ( 13.00 m30.00 #RA"AS

806.51 LOSA N$2.74


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CASA 1-2-3

CUADRO DE PLINTOS

UBICACIÓN

DIMENSIONES (m)

x y h

P1 B2,B3,C2,C3 1.30 1.30 0.25

P2 A2,A3 1.00 1.00 0.25

P3 B4,C4 0.65 1.30 0.25

P4 A1,A4,B1,C1 0.65 1.00 0.20

CASA 4-8

CUADRO DE PLINTOS

UBICACIÓN DIMENSIONES (m)x y h

P1 B2,B3,C2,C3 1.50 1.50 0.25

P2 A2,A3,B1,B4,C1,C4 1.00 1.00 0.25

P3 A1,A4 0.80 0.80 0.20

CASA 6-7

CUADRO DE PLINTOS

UBICACIÓNDIMENSIONES (m)

x y h

P1 B2,B3,C2,C3 1.50 1.50 0.25

P2 A2,A3,B1,B4,C1,C4 1.00 1.00 0.25

P3 A1,A4 0.80 0.80 0.20

D E N O M I N A C

I O N

D E N O M I N A

C I O N

D E N O M I N A

C I O N


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CASA 5

CUADRO DE PLINTOS

UBICACIÓNDIMENSIONES (m)

x y hP1 B2,B3,C2,C3 1.50 1.50 0.25

P2 A2,A3,B1,B4,C1,C4 1.00 1.00 0.25

P3 A1,A4 0.80 0.80 0.20

D E N O M I N A

C I O N


12/16

CON

C (. A!*. +ue#o , ARMADURA COTA DE

Sentido X Sentido Y FUNDACION PLINTO CARGA8Ø12 8Ø12

1.10 % *2&

Mc 100 Mc 100 A1 4.916Ø12 6Ø12

1.10 A2 12.80

Mc 101 Mc 101 A3 13.788Ø12 4Ø12

1.10 A4 5.85

Mc 102 Mc 100 "1 12.385Ø12 4Ø12

1.10 "2 29.78

Mc 102 Mc 101 "3 32.21"4 14.80C1 11.81C2 28.16C3 30.46C4 14.08

ARMADURA COTA DE

Sentido X Sentido Y FUNDACION

8Ø12 8Ø121.10

Mc 100 Mc 1005Ø12 5Ø12

1.10Mc 101 Mc 101

4Ø12 4Ø121.10

Mc 102 Mc 102

ARMADURA COTA DE

Sentido X Sentido Y FUNDACION

8Ø12 8Ø121.10

Mc 100 Mc 1005Ø12 5Ø12

1.10Mc 101 Mc 101

4Ø12 4Ø121.10

Mc 102 Mc 102


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ARMADURA COTA DE

Sentido X Sentido Y FUNDACION8Ø12 8Ø12

1.10Mc 100 Mc 100

5Ø12 5Ø121.10

Mc 101 Mc 1014Ø12 4Ø12

1.10Mc 102 Mc 102


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UNTO "LA CARRIONA"

22.00 *2

Area Plinto Long 1 Plin L1 y l A!oH A!o"ta!#%*2& %*& %*& %*&

0.26 0.51 0.80 0.250.67 0.82 0.80 0.250.72 0.85 1.00 0.250.31 0.55 0.80 0.250.65 0.80 0.80 0.251.56 1.25 1.30 0.251.68 1.30 1.30 0.250.77 0.88 1.00 0.250.62 0.79 0.80 0.251.47 1.21 1.30 0.251.59 1.26 1.30 0.250.74 0.86 1.00 0.25


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Di$metro Nominal % m & m 1 m(mm) ('g m) ('g) ('g) ('g)

6 0.222 1.332 1.998 2.664

8 0.395 2.370 3.555 4.74010 0.617 3.702 5.553 7.70412 0.888 5.328 7.992 10.65614 1.208 7.248 10.872 14.49616 1.578 9.468 14.202 18.93618 1.998 11.988 17.982 23.97620 2.466 14.796 22.194 29.59222 2.984 17.904 26.866 35.808

25 3.853 23.118 34.677 46.23628 4.834 29.004 43.606 58.00832 6.313 37.878 56.817 75.75636 7.990 47.940 71.910 95.88040 9.865 59.190 88.785 118.380

Hoja de cálculo en Planos Estructurales.xlsx

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