Answer Posted / awadhoot

3000 PSI concrete strength equals to 20 N/Sqmm.
characteristic compressive strength of concrete.

Now refer to Table 9 "Proposrtions for Nominal mix
concrete", on Page no. 23 of IS 456:2000.

Here, for M20 grade concrete, the total quantity of dry
aggregates by mass per 50 Kg of cement is given as 250 Kg.

Considering proportion of fine to coarse aggregates as 1:2,
Fine Aggregates can be calculated as 83 Kg. Say 100 Kg, then
coarse aggregates will be 150 Kg.

Quantity of water per 50 kg bag of cement can be allowed up
to 30 litre to the Max. However, target slump of 75-100mm
can be achieved by following trial and error method.

Hence, for 1:2:3 proportion of concrete,
Cement:Fine Aggregates:Coarse Aggregates
50Kg : 100Kg. : 150Kg.

Here Fine Aggregates = sand and
Coarse Aggregates= gravel

How many litres of water used for curing of 1000sqft of slav

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Journal entry Gross salary 10000 Tax 1000 Employee contribution 2000 Employer contribution 2000

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Normally in slabs, steel quantity is not added when you calculating concrete quantity for that slab, why it is not added ?

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01. a. Diagram of a slump cone…………… 1 b. Size of Slump Cone…………… 1 c. Volume of a slump cone by av. Dia method…………… 1 d. Volume of a slump cone by av. area method…………… 1 e. Volume of a slump cone by frustrum method …………… 1 f. Angles of slump cone …………… 1 g. Slump measured by slump cone due to…………… 1 h. Slump does not measured by cylinder / cube due to …………… 1 i) ii) i. Slump cone is to be filled in……………………..Layers.

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2. In a container filled with each of the following materials, at a porosity of 40%, determine the upward gradient required to cause the quick condition (a) Lead shot with a G = 13.75; (b) Fibre beads with G = 2.15; (c) Sand with a G = 2.32

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