Under Pressure  Ver.4.08
	16:05:17	12-17-2001
TUBE CONFIGURATION  (External Pressure)

	Inner Diameter :  3.0000  in
	Outer Diameter :  3.2500  in
	Wall Thickness :  0.12500  in
	Tube Length    :  6.0000  in

	Weight in air  :  0.72158  lbs
	Weight in water:  -1.1221  lbs

Failure Mode: Shell failure at 3.2332 Ksi (Thin wall eq's)

	Thin Wall Buckling at 4.1651 Ksi by 3 nodes
	Seat failure N/A
	Shear failure N/A

ALUMINUM, 6061-T6 Properties:
	Yield Strength : 35 Ksi
	Elastic Modulus : 10 Mpsi
	Density : 0.098 lb/cu in
	Poisson's Ratio : 0.33
	Comments : 
	  Compressive Young's Modulus = 10.1 Mpsi
	  Compressive Yield Strength = 34 Ksi
	  Minimum Welded Yield Strength = 15 kpsi

Tube distortion values:

	Pressure	Depth	Max Axial	Max Hoop	Max Equiv	d ID	d OD	d Length
	Ksi	Ft (sea)	Stress, Ksi	Stress, Ksi	Stress, Ksi	Inches	Inches	Inches
	1.0000	2248.8	-6.2500	-12.500	10.825	-0.0032617	-0.0032617	-0.0012750
	2.0000	4490.9	-12.500	-25.000	21.651	-0.0065234	-0.0065234	-0.0025500
	3.0000	6726.2	-18.750	-37.500	32.476	-0.0097852	-0.0097852	-0.0038250
*	3.2332	7246.4	-20.207	-40.415	35.000	-0.010546	-0.010546	-0.0041223
*	4.0000	8954.8	-25.000	-50.000	43.301	-0.013047	-0.013047	-0.0051000
*	5.0000	11177	-31.250	-62.500	54.127	-0.016309	-0.016309	-0.0063750
*	6.0000	13392	-37.500	-75.000	64.952	-0.019570	-0.019570	-0.0076500
*	7.0000	15601	-43.750	-87.500	75.777	-0.022832	-0.022832	-0.0089250
*	8.0000	17804	-50.000	-100.00	86.603	-0.026094	-0.026094	-0.010200
*	9.0000	20000	-56.250	-112.50	97.428	-0.029355	-0.029355	-0.011475
*	10.000	22190	-62.500	-125.00	108.25	-0.032617	-0.032617	-0.012750
*	11.000	24373	-68.750	-137.50	119.08	-0.035879	-0.035879	-0.014025
*	12.000	26551	-75.000	-150.00	129.90	-0.039141	-0.039141	-0.015300
*	13.000	28722	-81.250	-162.50	140.73	-0.042402	-0.042402	-0.016575
*	14.000	30887	-87.500	-175.00	151.55	-0.045664	-0.045664	-0.017850
*	15.000	33046	-93.750	-187.50	162.38	-0.048926	-0.048926	-0.019125
*	16.000	35199	-100.00	-200.00	173.21	-0.052187	-0.052187	-0.020400
*	17.000	37346	-106.25	-212.50	184.03	-0.055449	-0.055449	-0.021675
*	18.000	39487	-112.50	-225.00	194.86	-0.058711	-0.058711	-0.022950
*	19.000	41622	-118.75	-237.50	205.68	-0.061973	-0.061973	-0.024225
*	20.000	43752	-125.00	-250.00	216.51	-0.065234	-0.065234	-0.025500
	* = after housing failure