In the same way that you calculate mean and median that are greater than the standard deviation!
Draw a flow chart to calculate simple interest with 10% rate if time is greater than 2 yrs otherwise calculate simple interest with 5%.
You eventually get the answer 1
No. Add the zeros on the back. Is .3000 bigger than .0382? Absolutely not.
Double the numerator. If the answer is greater than the denominator then the fraction is greater than half.Double the numerator. If the answer is greater than the denominator then the fraction is greater than half.Double the numerator. If the answer is greater than the denominator then the fraction is greater than half.Double the numerator. If the answer is greater than the denominator then the fraction is greater than half.
If the bearing is less than 180 add 180: If the bearing is more than 180 subtract 180. For example: the back bearing of 76 will be 256 (76+180=256).
The number of decimal places has no bearing on the relative value. 0.2 is greater than 0.137 0.402 is greater than 0.3
If the density of the ball bearing is less than the density of the given oil, the ball bearing will float in the oil since objects with lower density float on substances with higher density. The buoyant force acting on the ball bearing will be greater than its weight, causing it to rise to the surface of the oil.
In the same way that you calculate mean and median that are greater than the standard deviation!
Draw a flow chart to calculate simple interest with 10% rate if time is greater than 2 yrs otherwise calculate simple interest with 5%.
You eventually get the answer 1
No. Add the zeros on the back. Is .3000 bigger than .0382? Absolutely not.
The bearing capacity of gravel depends on it's level of compaction and also on the presence of pore water.*However the following presumed values for bearing capacity have been quoted in text books:A,+Compact gravel and compacted sandy gravel - 600 kPaMedium dense gravel and sandy gravel - 200-600 kPaLoose gravel and sandy loose gravel - 200 kPa.*NB These presumed bearing capacities are for footings with a width (B) greater than 1m and where the depth to the phreatic surface is greater than B below the base of the footing.+ There are a number of empirical formulations used in geotechnical engineering to calculate bearing capacity of footings on soils however they cannot be reproduced effectively here.A Cobb, F. (2009). Structural Engineer'sPocket Book. Second edition. Oxford, Butterworth-Heinemann.
the gate value size should be greater than size of pipe .
depends on the model the lag 2 and older have the bearing built into the disc so its more expensive to do as its one unit other than that its not that much in it
I suggest you use the formula for an arithmetic series to calculate that.
greater than