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ASME VIII Div.1 Addenda 11a2.7
Circular flanges with hub: integral with hub slope 1/3 max: WN or LWN type: to internal pressure: gasket laying inside inner edge of bolt holes
nomeUnit
nomePart
Fig
bolt
nb
Di
B
CA
specMaterialF
specMaterialW
specMaterialB
tn
go
th
g1
groove
risalto
tf
teff
dgi
dgo
C
A
gask
facing
bo
bb
liqheight
liqdens
G
hh
hG
hD
hT
1 Design pressure: at top: designPress
2 Design pressure: at location: localPress
3 Design temperature: designTemp
4 Max.allow.working pressure: at top: MAWP
MATERIALS FLANGE WALL BOLTS
5 Standard: Standard
6 Product form: ProductF ProductW ProductB
7 Allow.stress: at design temperature: Unit for: Stress allowStressF allowStressW allowStressB
8 Allow.stress: at room temperature: '' allowStressaF allowStressaW allowStressaB
9 Elastic modulus: at temperature: Unit for: Elastic modulus EF
JOINT
10 Gasket factor: mm
11 Gasket seating stress: minimum: yy
12 Effective bolt cross section area: per bolt: Abolt
13 Effective bolt cross section area: total: Ab
FLANGE RIGIDITY
14 Flange rigidity index: J
RESULT
15 Final result: result
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nomeDoc nomeDocNum
nomeRedatto nomeContr nomeRev dataEmesso
nomeVessel nomeItem
nomePlant
um_visua
ASME VIII Div.1 Addenda 11a2.7
Circular flanges with hub: integral with hub slope 1/3 max: WN or LWN type: to internal pressure: gasket laying inside inner edge of bolt holes
nomeUnit
nomePart
(follows from previous page)
FACTORS
16 K ho T
17 V ff U
18 F Z Y
19 L ee dd
OPERATING GASK.SEATING
20 Hydrostatic end force: total: Unit for: Load H
21 Hydrostatic end force: inside: '' HHD
22 Hydrostatic end force: annular: '' HHT
23 Gasket compression load: '' HHp
24 Minimum bolt load: '' Wm1 Wm2
25 Required bolt section: Unit for: Area Am1 Am2
26 Result for: Bolt stress: resultBolt
27 Design bolt load: Unit for: Load W1 W2
28 Design flange moment: Unit for: Moment Mo1 Mo2
29 Hub stress: longitudinal: Unit for: Stress SH1 SH2
30 Hub stress: allowable: '' SHa1 SHa2
31 Result for: Hub stress: resultHub1 resultHub2
32 Radial flange stress: '' SR1 SR2
33 Tangential flange stress: '' ST1 ST2
34 (SH+SR)/2: '' SHR1 SHR2
35 (ST+SR)/2: '' STR1 STR2
36 Allowable stress for flange: '' Sa1 Sa2
37 Result for: Flange stress: resultFlg1 resultFlg2
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