Alto (") Diametro (") Alto (m) Diametro (m) Volumen (m3) # Probetas12 6 0.3048 0.1524 0.00555999983 179.8561207168 4 0.2032 0.1016 0.00164740736 607.014407416

Ladrillo largo (m) 0.25 Volumen 0.00315 Peso concreto 2400ancho (m) 0.14 Vol vacios 0.3alto (m) 0.09 Vol unidad 0.002205 Peso unidad 5.292

Lado (m) Ancho (m) Junta (m) # Filas horiz. # Filas vertic. Volumen (m3) # Muretes0.6 0.14 0.015 5 2 0.00882 113.378684811.2 0.14 0.015 11 4 0.0378 26.455026455

DOSIFICACION DE MORTERO CEMENTO ARENA1 3

ENSAYO DE RESISTENCIA A LA COMPRESION DE MORTERO USANDO CUBOS DE 50 MMLargo (m) Ancho (m) Alto (m) Volumen (m3) # Cubos

0.05 0.05 0.05 0.000125 400

ENSAYO DE RESISTENCIA A LA TRACCION POR FLEXIONLargo (m) Ancho (m) Alto (m) Volumen (m3) # Vigas

0.16 0.04 0.04 0.000256 60

ENSAYO DE ADHESION EN TRACCION POR FLEXIONLargo (m) Ancho (m) Junta (m) Volumen (m3) # Ensayos

0.25 0.14 0.015 0.000525 60

ENSAYO DE RESISTENCIA A LA COMPRESION AXIAL DE PRISMASLargo (m) Ancho (m) Junta (m) # Filas horiz. Volumen (m3) # Pilas

0.25 0.14 0.015 2 0.00105 60

ENSAYO DE RESISTENCIA A LA COMPRESION DIAGONAL DE MURETESLado (m) Ancho (m) Junta (m) # Filas horiz. # Filas vertic. Volumen (m3) # Muretes

0.6 0.14 0.015 5 2 0.00882 60

REQUERIMIENTO FINAL DE MATERIALES

Total (m3) Cemento (m3) Cemento (bol) Arena (m3) Arena (kg)0.05 0.0125 0.44143333402 0.0375 93.75

Total (m3) Cemento (m3) Cemento (bol) Arena (m3) Arena (kg)0.01536 0.00384 0.13560832021 0.01152 28.8

Total (m3) Cemento (m3) Cemento (bol) Arena (m3) Arena (kg) Ladrillo (und)0.0315 0.007875 0.27810300043 0.023625 59.0625 120

Total (m3) Cemento (m3) Cemento (bol) Arena (m3) Arena (kg) Ladrillo (und)0.063 0.01575 0.55620600086 0.04725 118.125 180

Total (m3) Cemento (m3) Cemento (bol) Arena (m3) Arena (kg) Ladrillo (und)0.5292 0.1323 4.67213040725 0.3969 992.25 900

0.68906 0.172265 6.08348106278 0.516795 1291.9875 1200S/. 20.00 S/. 0.10 S/. 1.10

S/. 121.67 S/. 129.20 S/. 1,320.00