Diseño De Mezcla.docx
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AGUA
A/C
203 𝐾𝑔/𝑚3
0,4628
VOLUMEN CILINDRO 𝑉 = 𝜋𝑟 2 ℎ 𝑉 = 𝜋(7,5)2 (30) = 5301,437603 𝑐𝑚3 𝑉=
5301,437603 𝑐𝑚3 1′ 000.000
𝑉 = 0,005301437603 𝑚3 𝑋 3 𝐶𝐼𝐿𝐼𝑁𝐷𝑅𝑂𝑆 𝑉 = 0,01590431281𝑚3 𝑋 20% = 0,003180862562 𝑚3 𝑉𝑇 = 0,01590431281𝑚3 + 0,003180862562 𝑚3 𝑉𝑇 = 0,01908517537 𝑚3
PESO CEMENTO 1𝑚3 = 438,6 𝐾𝑔/𝑚3 0,01908517537 𝑚3 = 8,370757917 𝐾𝑔/𝑚3
PESO AGUA 1𝑚3 = 203 𝐿 0,01908517537 𝑚3 = 3,8742906 𝐿 = 3,8𝐿
PESO AGREGADO GRUESO 1𝑚3 = 1261,91 𝐾𝑔/𝑚3 0,01908517537 𝑚3 = 24,08377365 𝐾𝑔/𝑚3
PESO AGREGADO FINO 1𝑚3 = 401,81 𝐾𝑔/𝑚3 0,01908517537 𝑚3 = 7,668614315 𝐾𝑔/𝑚3
A/C
203 𝐾𝑔/𝑚3
0,4628
VOLUMEN CILINDRO 𝑉 = 𝜋𝑟 2 ℎ 𝑉 = 𝜋(7,5)2 (30) = 5301,437603 𝑐𝑚3 𝑉=
5301,437603 𝑐𝑚3 1′ 000.000
𝑉 = 0,005301437603 𝑚3 𝑋 3 𝐶𝐼𝐿𝐼𝑁𝐷𝑅𝑂𝑆 𝑉 = 0,01590431281𝑚3 𝑋 20% = 0,003180862562 𝑚3 𝑉𝑇 = 0,01590431281𝑚3 + 0,003180862562 𝑚3 𝑉𝑇 = 0,01908517537 𝑚3
PESO CEMENTO 1𝑚3 = 438,6 𝐾𝑔/𝑚3 0,01908517537 𝑚3 = 8,370757917 𝐾𝑔/𝑚3
PESO AGUA 1𝑚3 = 203 𝐿 0,01908517537 𝑚3 = 3,8742906 𝐿 = 3,8𝐿
PESO AGREGADO GRUESO 1𝑚3 = 1261,91 𝐾𝑔/𝑚3 0,01908517537 𝑚3 = 24,08377365 𝐾𝑔/𝑚3
PESO AGREGADO FINO 1𝑚3 = 401,81 𝐾𝑔/𝑚3 0,01908517537 𝑚3 = 7,668614315 𝐾𝑔/𝑚3
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