1 1 Meter of water column 9800 pascals = 10 Kpa = .1 Kg/cm2 UNIT FOR USAGE 10 METER OF WATER COLUMN 1 kg/cm2 I hope this answers your question. If you need any clarification please get back to me at mrajkumar0865@rediff.com
1 bar of air pressure gives a column of 10.2 meters of water. So 1 meter is about 1/10 of a bar, 100 millibar, or 1.5 psi
0. It is essentially the altitude equator.
1 bar = 10.19716213 meter of water
1"wc = 0.002489 bar
0.8 bar
a mixture of cement and water, reinforced by iron bars that run through it.
36 pound per square inches is equivalent to 2.48 bars (2.5 bars)
Steel companies make steel bars in circles
in a rectangular foundation long bars to be in bottom and short bar to be on top of long bars, where as in slab opposite to the foooting bars
There are many companies and websites that offer steel bars for sale. Some of these websites that offer steel bars for sale are ULINE, Bodybuilding and Northern Tool.
40 12-foot bars = 480 inches.
column curtailment details
5000000 gold bars equal 5000000!
A bar is a measure of pressure while a foot is a measure of distance. Pressure can support a column of a specified substance and the length of that column can be used to as a measure of the pressure. However, no substance has been specified and so it is not possible to answer the question.
You can't convert meters to bars, or bars to meters. The two are utterly incompatible. Meters is a unit of length, bars is a unit of pressure. if you mean depth of water then 20 bar = 200 metres (close)
made of channels / angles connected by lattice bars.
made of channels / angles connected by lattice bars.
No. A title is for the overall chart. A legend will identify the bars and series on it.
15 bars is equal to (using google):
No of steel bars used in column should be more than of 12 mm torr, in case of rectangulr column it should be atleast 4 provided c/c/ dist betwwn two bars should NT xceed 300 mm
12 inches
This is the additional length of steel of one structure required to be inserted in other at the junction. For example, main bars of beam in column at beam column junction, column bars in footing etc. The length requirement is similar to the lap length mentioned in previous question or as per the design instructions.