Proportion given = 1:4:8 let it
be found to have about 45% voids then volume of dry materials required for one
cubic of concrete would be: 1+0.45 Cu.m
Therefore
1 part cement = (1+0.45) /
1+4+8 = 0.111 cu,m,
Therefore
4 part fine aggregate =[
(1+0.45) / 1+4+8] x 4 = 0.446 cu.m.
Therefore
8 part coarse aggregate =
[(1+0.45) / 1+4+8] x 8 = 0.892 cu.m.
Therefore
Cement required = 15 x 0.111 =
1.665 cu.m.
= 30 bags of cement reqd. for 1
cu.m.
No. of cement bag required = 50
bags
Therefore
Fine aggregate required = 15 x
0.446 = 6.69 cu.m.
Therefore
Coarse aggregate required = 15
x 0.892 = 13.38 cu.m.