For planter 20mm thickness
= 100*.02= 2m3
20% for wide of brick work & westage.
For bag .996/.03496=28.45bagscement
for slarry 1sqmtr =2kg cement.
So 100sqmtr 200kg/50 =4 bags
total cement qty =28.45+4= 32.45 bags cement
Note: this qty condider for only for plaster.
Please Help Members By Posting Answers For Below Questions
how lap length is increased with increase of Grade of steel?
what is mcArther pile?
is there any influence of water(used for mixing of
concrete) on a weight of harndend concrete.
Which Types Of Bricks ?
what is thumb rule for calculating the size of ISMB required
for a particular length of span
How to Calculate Materials Required for PCC 1:4:8 for 1Cum
& Brickwork 1:4 for 1Cum & Plastering 1:4 (15mm Thick) for
100Sqm & RCC 1:4:8 & 2mt ( L1=1mt & L2=1mt ) length of 12mm
Steel bended in 90degrees what is the formula to calculate
Weight & Actual Length ?
what is the sequence of the activities in the typical under
ground water tank including civil & MEP works.
if dia of inner circle is 42 m and depth is 1.5 m and width is
1 m ,then whait is the quantity of steel?
Dear Frds, How can i calculate the Steel for RCC Slab,
Please provide one Example also, so that i can understand
Ex: Area: 1320.0 Sft.(44' X 30')
Column Size: 9"X15"(6 No.s 12mm Rods)
Please Provide Calculation Details.
Why do you want to work here
As per Kandal suggestions, we have implemented rolling
starts on 140 (+/- 5) degrees and we kept 3 rollars to
complete the rolling before falling 125 degrees and the
Aggregate AIV is below 22. But When the DBM bed is being
rolled 3rd high viabration, (Before 1 plain & low ,2 high
Viabrations), the aggregate is getting sharp edge agg.
projections are damaged. As the literature is said that,
the VG-30 Grade having better control the temp.
susceptibility than Penetration grade. if so we could not
get this problem at site. But we are facing on site. let me
1) What is meant by C-soil in geotechnical Engineering?
2) What is Eve board?
3) What will happen when heat is applied to cement?
4) what do you understand by the lateral dimention ?
CAN WORK WELL UNDER DEAD LINES OR PRESSURE?
Formula of mid span bar
Bearing capacity of soil determined as per ASTM is to design
the foundation size.what is the importance of EV1/EV2 value
as per DIN .My consultant ask me to test the the soil as per
din to find out this ratio to assess the compacted strength
of soil ,,?? is it meaning full ??