chris456s
Structural
- Feb 2, 2017
- 50
Two questions relating bolt load in the gasket seating condition to pretension.
1) Notice in ASME PCC-1 App O-1.3
the gasket area is listed as pi/4 (OD^2-ID^2), which makes sense
In ASME BPVC VIII.2 and VIII.1 gasket area in load equations is (pi)bG, which also makes sense
Both expressions are equal if b = width and G = mean diameter
However, in some cases b can be half width according to BPVC (and 1/8 width for RTJ).
This would make the expressions not equal
Also, G is the reaction diameter which may not be equal to the mean diameter in some cases.
How does this make sense? Is PCC-1 not supposed to agree with BVPC?
It seems like they should since both equations arise when calculating bolt load in the gasket seating condition (BVPC for design and PCC for installation).
2)
a) If we look strictly at PCC-1 App O (using pi/4 (OD^2-ID^2) as area) and calc the bolt prestress to seat a 2" #600 RTJ we get:
bolt root area, Ab = 0.202 sq in
number of bolts, N = 8
gasket area, Ag = 4.47 sq in (R-23 from B16.20)
gasket seating stress, y = Sgt = 26,000 psi (Stainless ring joint BPVC VIII.1 Table 2-5.1)
assembly bolt stress Sbsel = (Sgt)(Ag)/(N*Ab) = 72ksi
This is 90% of A193 B7m yield...seems high??????
b)If we look at the bolt load calc's using BPVC VIII.1 APP 2-5
ring width, w = 0.438in (B16.20)
b0 = w/8 = 0.05475in
effective width, b = b0 for b0<0.25 = 0.057475in
gasket reaction diameter, G = mean diameter for b0<0.25 = 3.25 (B16.20)
minimum initial bolt load required for gasket seating, Wm2 = 3.14bGy = 14,526.8 lbf
bolt stress, Sb = (Wm2)/(N*Ab) = 9 ksi
This is an eight of the PCC-1 calc but they are both supposed to be bolt stress in the gasket seating condition.
How does this make sense???
1) Notice in ASME PCC-1 App O-1.3
the gasket area is listed as pi/4 (OD^2-ID^2), which makes sense
In ASME BPVC VIII.2 and VIII.1 gasket area in load equations is (pi)bG, which also makes sense
Both expressions are equal if b = width and G = mean diameter
However, in some cases b can be half width according to BPVC (and 1/8 width for RTJ).
This would make the expressions not equal
Also, G is the reaction diameter which may not be equal to the mean diameter in some cases.
How does this make sense? Is PCC-1 not supposed to agree with BVPC?
It seems like they should since both equations arise when calculating bolt load in the gasket seating condition (BVPC for design and PCC for installation).
2)
a) If we look strictly at PCC-1 App O (using pi/4 (OD^2-ID^2) as area) and calc the bolt prestress to seat a 2" #600 RTJ we get:
bolt root area, Ab = 0.202 sq in
number of bolts, N = 8
gasket area, Ag = 4.47 sq in (R-23 from B16.20)
gasket seating stress, y = Sgt = 26,000 psi (Stainless ring joint BPVC VIII.1 Table 2-5.1)
assembly bolt stress Sbsel = (Sgt)(Ag)/(N*Ab) = 72ksi
This is 90% of A193 B7m yield...seems high??????
b)If we look at the bolt load calc's using BPVC VIII.1 APP 2-5
ring width, w = 0.438in (B16.20)
b0 = w/8 = 0.05475in
effective width, b = b0 for b0<0.25 = 0.057475in
gasket reaction diameter, G = mean diameter for b0<0.25 = 3.25 (B16.20)
minimum initial bolt load required for gasket seating, Wm2 = 3.14bGy = 14,526.8 lbf
bolt stress, Sb = (Wm2)/(N*Ab) = 9 ksi
This is an eight of the PCC-1 calc but they are both supposed to be bolt stress in the gasket seating condition.
How does this make sense???