how much quantity are required like cement,sand,aggregate
for (46*29*0.41)feet slab? how much this quantity can be
calculated?
Answer Posted / asad ali
wet volume conc: = 546.94 cu.ft
lets supposed ratio of conc: = (1:2:4)
sum of ratio = 7
first we find dry volume according to nature
dry volume of con: = 546.94*1.54 = 842.287cu.ft
1.54 is constant for conc: and 1.27 is constant for mortar
after a that we find cement,sanda and crush quantity OK
quantity of cement = ratio of cement *dry volume
--------------------------------
sum of ratio
this is the formula OK
= 1*842.287/7
=120.32 cu.ft OK
in bags of cement
we know that one bag of cement = 1.25cu.ft
so there fore 120.32/1.25 = 96.26 bags
say 96.5 bags
quantity of sand = ratio of sand * dry volume / sum of ratio
= 2*842.287 = 240.65cu.ft
quantity of crush = ratio*dry volume / sum of ratio
= 4*842.287/7
= 481.306cu.ft OK
quantity of cement = 96.5 bags
quantity of sand = 240.65 cu.ft
and last one
quantity of crush = 481.306 cu.ft
OK OK Ok Ok Ok any Question about contact me
civil.com7875@yahoo.com
| Is This Answer Correct ? | 12 Yes | 0 No |
Post New Answer View All Answers
How to calculate the force on a column of three story building. What should be the base concrete height?.
pls mail some more tecnical qustions at msaranya2610@gmail.com
in staad pro. modelling for a parallel scissors chord truss, when i assigned roller support i.e fixwd but with all Fx, FZ, Mx, My and Mz release except Fy... the analysis results " in stability at a joint, with direction Mx or My..what could be the reason...anyone please explaing
Q 1) 1 Mason and 2 LABOUR / _________CUM brick work Q 2) 1 Mason and 1 LABOUR / _________SQ FT Plaster work Q 3) 1 Carpenter & 2 Labour/_________SQ FT shuttering work Q 4) 100 SQ FT roof slab concreting ____________mason and labour required
5. Do you feel that your present employer estimates your full work potential? Are they pleased with your work performance?
What expenses counted in contingencies and how much it is in related to built-up area of the building.
what is spacing of wallar support of 3m column. the thickness of column is 0.25 m.
What is the l/d ratio of cantilever beam?
Why are separation membranes used between concrete pavement slab and sub-base?
What are the advantages of cad software’s?
What is meant by dimensioning?
how much used soil in 1 brick of standard size?
How do we determine the specific gravity of a cement?
Design a cantilever type retaining wall to retain sand for 4m above the ground. The sand fall slopes at the rate of 1 vertical to 2 horizontal. The weight of sand is 18000 N/m3, the angle of repose being 30. The safe bearing capacity of the soil is 200 kn/m2 at 1/25m below the ground level. Use m 15 concrete mix.
What is meant by cad?