Pras
Mechanical
- Apr 3, 2002
- 32
Hello,
I am in process of designing a flanged meter housing of Class 1500 rating at design temperature of 464°F in CF3M material. The flanges to be used are of material A182 F316L. The inner radius of the housing is 39 mm ( 1.5354”). I have followed following procedure to determine the minimum the wall thickness of the housing.
(1) OPERATING CONDITION
Calculate the wall thickness as per ASME Section VIII Div. I, UG27 at working pressure of 2386 psig (flange rating) at 464°F, by taking maximum allowable stress of CF3M as 10899 psi (as per ASME section II part-D, quality factor as 0.8). This gives me min wall thickness required as 0.387”
(2) HYDRO TEST CONDITION
Calculate the wall thickness as per ASME Section VIII Div. I, UG27 at working pressure of 5400 psig at 100°F, by taking maximum allowable stress of CF3M as 16000 psi (as per ASME section II part-D, quality factor as 0.8). Here the test pressure of 5400 psi is worked out as (1.5 x Max. allowable working pressure of F316L flange at 100°F) This gives me min wall thickness required as 0.649”.
Hence the final wall thickness selected is 0.649”. Is this procedure correct in all respects?
Please comment.
Pras
I am in process of designing a flanged meter housing of Class 1500 rating at design temperature of 464°F in CF3M material. The flanges to be used are of material A182 F316L. The inner radius of the housing is 39 mm ( 1.5354”). I have followed following procedure to determine the minimum the wall thickness of the housing.
(1) OPERATING CONDITION
Calculate the wall thickness as per ASME Section VIII Div. I, UG27 at working pressure of 2386 psig (flange rating) at 464°F, by taking maximum allowable stress of CF3M as 10899 psi (as per ASME section II part-D, quality factor as 0.8). This gives me min wall thickness required as 0.387”
(2) HYDRO TEST CONDITION
Calculate the wall thickness as per ASME Section VIII Div. I, UG27 at working pressure of 5400 psig at 100°F, by taking maximum allowable stress of CF3M as 16000 psi (as per ASME section II part-D, quality factor as 0.8). Here the test pressure of 5400 psi is worked out as (1.5 x Max. allowable working pressure of F316L flange at 100°F) This gives me min wall thickness required as 0.649”.
Hence the final wall thickness selected is 0.649”. Is this procedure correct in all respects?
Please comment.
Pras