High Strength 400 - 800

OGRAM TO DESIGN CONCRETE MIX WITH HIGHSTRENGTH 400 - 800 ME RAMY MOHAMMAD NABIEH MOHAMMAD

800

kg/cm2

R DESIGN INC .

Gs =

2.65

GG =

2.65

Gc =

3.15

Gsilica =

2.15

2

ICA FUME RATIO = 0.1 IC FUME WEIGHT = 47.5 ANTITY OF CEMENT REQUIRED = PERPLASTICIZERS RATIO =

kg 475 0.03

ANTITY OF WATER IN CONCRETE MIX = ANTITY OF SUPERPLASTICIZERS = ANTITY OF SAND = 620 kg ANTITY OF GRAVEL = 1240 kg SILICA 47.5 kg 0.02 m3

SAND 620 kg 0.36 m3

Volumetric Weight of Gravel =

1700 kg/m3

Volumetric Weight of Sand =

1700 kg/m3

kg

139.13 kg

Gsuper =

15.68 kg

GRAVEL 1240 kg 0.73 m3

SUPERPLASTICIZERS

15.68 kg 0.01 m3

BY WEIGHT BY VOLUME

1.15

PROGRAM TO DESIGN CONCRE NAME RAMY MOHAMMAD NA

REQ . STRENGTH = G/S RATIO =

SILICA FUME RATIO = SILIC FUME WEIGHT = QUANTITY OF CEMENT REQUIR SUPERPLASTICIZERS RATIO = W/C= 0.27 QUANTITY OF WATER IN CONCR QUANTITY OF SUPERPLASTICIZ QUANTITY OF SAND = QUANTITY OF GRAVEL = CEMENT 475 kg 10 Packets

WATER 139.13 liter 0.14 m3