STAINLESS STEEL TUBING
Table for Determing Theoretical Bursting Pressures
OD, In. | B.W.G. In. | 24 0.022 | 22 0.028 | 20 0.035 | 18 0.049 | 16 0.065 | 14 0.083 | 13 0.095 | 12 0.109 | 11 0.120 | 10 0.134 | 9 0.148 | 8 0.165 |
1/4 | 1750 | 2250 | 2800 | 3900 | 5200 | ||||||||
5/16 | 1400 | 1800 | 2250 | 3150 | 4150 | ||||||||
3/8 | 1200 | 1500 | 1850 | 2600 | 3450 | ||||||||
1/2 | 900 | 1100 | 1400 | 1950 | 2600 | 3300 | 3800 | ||||||
5/8 | 700 | 900 | 1100 | 1550 | 2100 | 2650 | 3050 | ||||||
3/4 | 600 | 750 | 950 | 1300 | 1750 | 2200 | 2550 | 2900 | |||||
7/8 | 500 | 650 | 800 | 1100 | 1500 | 1900 | 2150 | 2500 | |||||
1 | 450 | 550 | 700 | 1000 | 1300 | 1650 | 1900 | 2200 | 2400 | ||||
1-1/8 | 500 | 600 | 850 | 1150 | 1500 | 1700 | 1950 | 2150 | |||||
1-1/4 | 450 | 550 | 800 | 1050 | 1350 | 1500 | 1750 | 1900 | 2150 | ||||
1-1/2 | 350 | 450 | 650 | 850 | 1100 | 1250 | 1450 | 1600 | 1800 | ||||
1-3/4 | 300 | 400 | 500 | 750 | 950 | 1100 | 1250 | 1350 | 1550 | ||||
2 | 300 | 350 | 500 | 650 | 850 | 950 | 1100 | 1200 | 1350 | 1500 | |||
2-1/4 | 300 | 450 | 600 | 750 | 850 | 950 | 1050 | 1200 | 1300 | ||||
2-1/2 | 300 | 400 | 500 | 650 | 750 | 850 | 950 | 1050 | 1200 | 1300 | |||
2-3/4 | 250 | 350 | 450 | 600 | 700 | 800 | 850 | 1000 | 1100 | 1200 | |||
3 | 250 | 350 | 450 | 550 | 650 | 750 | 800 | 900 | 1000 | 1100 | |||
3-1/4 | 450 | 500 | 600 | 650 | 750 | 800 | 900 | 1000 | |||||
3-1/2 | 350 | 450 | 550 | 600 | 700 | 750 | 850 | 950 | |||||
3-3/4 | 350 | 450 | 500 | 600 | 650 | 700 | 800 | 900 | |||||
4 | 300 | 400 | 500 | 550 | 600 | 650 | 750 | 800 | |||||
4-1/4 | 300 | 400 | 450 | 500 | 550 | 650 | 700 | 800 | |||||
4-1/2 | 300 | 350 | 400 | 500 | 550 | 600 | 650 | 750 | |||||
4-3/4 | 250 | 350 | 400 | 450 | 500 | 550 | 600 | 700 | |||||
5 | 250 | 350 | 400 | 450 | 500 | 550 | 600 | 650 | |||||
| NOTE: Above pressures are calculated to nearest 50 psi. | |||||||||||||
Based on Barlow’s formula with a unit fiber stress of 10,000 psi
Example:
For Type 304 Stainless Tubing with an ultimate strength of 85,000 psi.
Multiply figures on table by 8.5.
Based on formula P=2f(t/D)
(tensile)
f – Fiber stress in pounds per square inch
D – Outside diameter in inches
P – Pressure in pounds per square inch
t – Thickness of wall in inches
NOTE: To compute safe working pressures, above burst pressures should be divided by your desired safety factor