CUANTIFICACION DE VARILLA PARA OBRA

RESIDENCIAL VICTORIA

PLANTA BAJA VARILLA AREA P.B= 235

NERV. PZ. M #3 #4 #5 #6 #8 AREA VOLUMEN

N-T - 93 112

N1 15 81

N-2 3 16.5

N-3 7 66.5

N-4 7 35

N-5 9 21.6 43

N-6 8 16 28

N-7 5 15.5

N-8 18 90

N-9 8 104

N-10 8 41.6

N-11 8 48

N-12 8 61.5 41.5

N-13 8 44

N-14 0

N-15 0

N-16 0

N-17 0

N-18 0

N-19 0

N-20 0

148.14 14.814

TRABE PZ.

T-0 - 96 975 14.4 3.6

T-1 1 50.3 59.1 2.46 0.616

T-2 1 12.5 13.6 0.435 0.109

T-3 1 147 126.5 9 2.43

T-4 1 82.5 77 4.8 1.3

T-5 1 31.5 43.5 1.935 0.484

T-6 1 43 57.5 1.86 0.465

T-7 1 45 52.5 2.8 0.7

T-8 1 65.5 55 3.78 1.021

T-9 1 40 47.5 2.24 0.56

T-10 1 98 84.5 5.94 1.604

T-11 1 10 12.5 0.4 0.1

T-12 1 29 10.2 20.4 1.61 0.4025

T-13 1 179 136 11.4 3.08

T-14 1 22.3 26.3 0.95 0.24

T-15 1 119 82.5 6.96 1.88

T-16 1 41 44 2.31 0.58

T-17 1 28.6 30 1.5 0.375

T-18 1 62.5 56 3.6 0.972

T-19 1 119.5 94 7.28 1.97

T-20 1 12 5 7.5 0.6 0.15

T-21 1 14.5 14 0.6 0.15

SUMAS EN M. 2980.9 310.7 245.4 711.5 0 86.86 37.6025 M3

CANT. DE VAR. 249 26 21 60 0

1673.28 310.128 391.104 1609.2 0 3983.712 KG

DENSIDAD 16.951966 KG/M2

KG/M2

CUANTIFICACION DE VARILLA PARA OBRA

IGLESIA TECALITLAN

PLANTA ALTA VARILLA AREA P.A= 111.11

NERV. PZ. M #3 #4 #5 #6 #8 AREA VOLUMEN

NA-T - 83.5 100.5

NA-1 11 69.5 133

NA-2 4 18.5

NA-3 4 16

NA-4 8 42

NA-5 5 30

NA-6 8 52

89.839 8.9839

TRABE PZ.

TA-0 - 56.5 491 8.475 2.119

TA-1 1 95 50 4.305 1.1623

TA-2 1 28 47 1.338 0.3344

TA-3 1 15.5 15.5 0.51 0.1275

TA-4 1 73.5 80.5 4.035 1.009

TA-5 1 46 38 2.608 0.652

SUMAS EN M. 1077.5 314 0 50 0 21.271 14.3881 M3

CANT. DE VAR. 90 27 0 5 0604.8 322.056 0 134.1 0 1060.956 KG

DENSIDAD 9.54869949 KG/M2

CUANTIFICACION DE VARILLA PARA OBRA

SOLARES

PLANTA AZOTEA VARILLA AREA P.Z= 4.82

NERV. PZ. M #3 #4 #5 #6 #8 AREA VOLUMEN

NZ-T - 2.2 2.65

NZ-1 3 15

4.635 0.4635

TRABE PZ.

TZ-0 - 9 103 0.185 0.0277

SUMAS EN M. 120.65 0 0 0 0 0.185 0.4912 M3

CANT. DE VAR. 11 0 0 0 073.92 0 0 0 0 73.92 KG

DENSIDAD 15.3360996 KG/M2