Calculation of Cement Bags in 1

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  • 7/30/2019 Calculation of Cement Bags in 1

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    : calculation of cement bags in 1:2:4 concrete mix Answer

    #16For 1 m3 of concrete (1:2:4)

    for Required volume of concrete 1.00

    Add extra for additional voids in concrete (50%)

    0.50

    Total qty= 1.50 CumMix total (1+2+4) 7

    Therefore Quantity of cement = (1.50/7) 0.2143 Cum

    Qty of Cement in bags = ( 0.2143*1440)=308.57kg

    Therefore; Bag of Cement=50kg

    Qty of Cement in Mix Ratio 1;2;4 = 308.57/50kg = 6.17 Bags

    say(6 bag)

    Qty of sand in bags = (2/7)*1.5 = 0.43 Cum

    Qty of Aggregate = (4/7)*1.5 = 0.86 Cum

    for 1 cu.m of concrete, (1:2:4)

    1=cement; 2=sand; 4=gravel

    add 25% for loose volume(to cover voids),

    total concrete volume = 1.25 cu.m.

    total parts = 1+2+4 = 7 parts

    cement = (1/7)*1.25

    = 0.1786 cu.m

    density of cement = 1440kg/cu.m

    thus, 0.1786 * 1440 = 257.184kg.

    for 40kg per bag of cement:

    bag of cement = 257.14kg/(40kg per bag)

    = 6.4 bags....answer

    For 1 m3 of concrete (1:2:4)

    Required volume of concrete = 1 m3

    Estimated volume of dry material = 1 x 1.65 = 1.65 m3

    Mix totals = 1+2+4 = 7 (1:2:4 cement:sand:gravel)

    Ingredient Volumes: 1.65 x 1/7 = 0.235 m3 cement

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    # Bags of cement: 0.235 m3 cement / .0332 m3 per 50 Kg bag

    = 7 bags of cement

    For 1 m3 of concrete (1:2:4)

    for Required volume of concrete 1.00

    Add extra for additional voids in concrete ( 25% to 35%)=Say

    35%=35/100=0.35.

    Total qty=1+0.35=1.35 Cum

    Mix total (1+2+4)=7

    Therefore Quantity of cement = (1.35/7)=0.19 Cum

    Qty of Cement in Kgs = (0.19*1440)=273.6Kgs

    (1cum=1440Kgs)Qty of Cement in bags= 273.6/50=5.4 bags=Say 6 bags

    (50kgs=1 bag)

    Qty of sand in bags = ( 0.19*2)=0.39Cum

    Qty of Aggregate = ( 0.19*4)=0.77Cum

    For 1 m3 of concrete (1:2:4)

    for Required volume of concrete 1.00

    Add extra for additional voids in concrete ( 25% to 35%)

    0.35Total qty= 1.35 Cum

    Mix total (1+2+4) 7

    Therefore Quantity of cement = (1.35/7) 0.19

    Cum

    Qty of Cement in bags = ( 0.19/0.03) 6.4 Bags say(7

    bag)

    Qty of sand in bags = ( 0.19*2) 0.39 Cum

    Qty of Aggregate = ( 0.19*4) 0.77 Cum

    : How to calculate cement and sand quantities in cement mortar As 1:1,1:2,1:4,1:6 ? Answer

    #1the procedure to calculate quanity is given below

    eg. if cement mortar ratio is ( 1:6)

    suppose 1 cum of cement mortar work is to be done

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    then add 60% extra for voids & cavities in case of plaster

    then total volume of work = 1 + 60/100 x1 =1.6 cum

    quantity of cement in cum = 1.6 / (1+6)= 1.6/7=0.228 cum

    but as we know cement is available in market in 50 kgbags (volume of 50kg cement is = 0.0347 cum)

    thu quantity of cement in bags = 0.228/0.0347= 6.57 bags

    quantity of sand in cum= 0.228 x 6 =1.36 cum

    eg. if cement mortar ratio is ( 1:4)

    suppose 1 cum of cement mortar work is to be done

    then add 60% extra for voids & cavities in case of plaster

    then total volume of work = 1 + 60/100 x1 =1.6 cum

    quantity of cement in cum = 1.6 / (1+4)= 1.6/5=0.32 cum

    but as we know cement is available in market in 50 kg

    bags (volume of 50kg cement is = 0.0347 cum)

    the quantity of cement in bags = 0.32/0.0347= 9.22 bags

    quantity of sand in cum= 0.32 x 4 =1.28 cum

    this is exact procedure. you can calculate for any ratio of

    cement & mortar

    First assume the ratio of plaster is 1:4 (1 cement and 4 sand)

    now we have to plaster the wall having area of 100 sft assume the thickness of plaster 0.5 inches.

    first convert thickness in to feet so 0.5/12 = 0.0416

    now to calculate the material use in cft so 100 sft x 0.0416 = 4.16 cft

    so we required 4.16 cft material to complete the plaster multiply it by dry factor 1.5

    4.16 x 1.5 = 6.24 cft

    to calculate cement 6.24/(1+4) = 1.24 cft

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    1 cement bag volume 1.25 cft so calculate no of bags 1.24/1.25 = 1 bag

    to calculate sand

    (6.24/(1+4)) x 4 = 4.99 cft