375 millilitres is perfectly acceptable.
75%. (15000-375)/15000*100
375
29.527559055118110236220472440945
9x + 60 = 375 9x = 315 x = 35
radius is halve the diameter. So d=375 r=375/2=187.5
Making the totally unjustified assumption that the pavers are 9 inch by 5 inch (where does it say that?), the area covered by 375 pavers will be 375*9*5 sq inches =375*9*5/(12*12) sq ft = 117.1875 sq ft
.375
an eighth of an inch... just over 3mm
3/8
5 inch diameter cylinder --> pi * radius^2 --> pi * 5^2 = 78.54 inches squared. 40 psi --> 40 lbf/in2 * 78.54 in2 = 3141.59 lbf The force on the tip is about 3141.6 lbf, regardless of how large it is. If you want FORCE PER AREA, then, assuming the tip is circular and flat against whatever is contacting the tip surface, and also assuming you mean 0.375 inches and not 375 inches: Force/Area --> 3141.6lbf / (pi * 0.375^2) = 284.4 ksi (284,400 psi) That's a lot of force.
375/1000 = 3/8
How many nick break specimens are required to qualify a WPS on 6 inch pipe with a .375 inch wall thickness?
1 foot =12 inch; 4500 inch = 375 ft
A cylinder with a diameter of 375 feet and a length of 10 feet has a volume of 1,104,466.17 cubic feet. In terms of liquid volume, this equates to 8,261,980 US gallons.
That size is correctly 0.375, and is equal to 3/8 of an inch.
9525 mm1 inch = 25.4 mm375 inches:= 375 inches * 25.4 mm/1 inch= 9525 mm