Answer Posted / madhu
If you need a quantifier of tiles you should measure the length with measuring tape of skirting tile
For Eg: A house is having 200rft length skirting tile and tile size is 2ft *2ft, keeping 4inch as skirting tile width we get 6tiles from 1 tile so that formula is
Total rft of skirting tile / (1 tile length* No of skirting tiles from 1tile)=No of tiles
200rft/(2ft*6No)=16.667~17 no of tiles required
Eg 2: if tile size is 2ft*4ft for the same 200rft
from 1 tile we get 6 skirting tile keeping 4ft as length
200rft/(4ft*6No)=8.334~9 no of tiles required
In site conditions, 2ft*4ft tile comes in 2no in a box so that we mention as 4box and 1 piece required for skirting tiles excluding wastage percentage
| Is This Answer Correct ? | 6 Yes | 0 No |
Post New Answer View All Answers
material used for mendrel use to bend epoxy coated rebar
One plate (women civil worker lifting Plate - Satti) sand measures how many cubic feet?
How to find beam R/F cutting length
how many monpower required for 1 sqm normal RCC structure ( includes finishes & MEP )
what is Quantity of stone and sand required for one cubic meter of stone work (UCR)
how clculate excavated or backfilling quantity by simpson's rule
What are the composition of a landfill?
In foundation design, while we do the base pressure check, we normally check if the attained pressure value is less than the GROSS BEARING CAPACITY of the soil which is the sum of net bearing capacity of soil and the overburden pressure. Actually, the overburden pressure acts against the net bearing capacity of the soil and I feel that we are actually increasing the bearing capacity value and doing the check. I feel that this is NOT right. Please clarify on this.
Design a rectangular channel.
how many sqft or cft of work done by a mason per day in all works such as brick,block,concrete,shuttering carpenter,reinforcement fabricator,painter,door window carpenter.....everything thank you
what is the anchorage length of reinforcement.
is there any codal provision for soil cousion over the Hume pipe of Dia 1.2 m.
in design case of structural member best suitrable percentage of steel limit is what
the volume of cement req for 70cum of brickwork in 1:6 cement mortar is approx is equal to 3cum 5cum 7cum 1ocum
Please Clear My doubt . We Can Design the size of the beam by manually by the Length of the beam...What is the technique adopted