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Flange_ASME_VIII
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'file:///opt/scribd/conversion/tmp/scratch23168/54 'file:///opt/scribd/conversion/tmp /scratch23168/54173303 173303.xls'#$sheet1 .xls'#$sheet1 -- printed 2011.3.23/7:23 2011.3.23/7:23
Doc No
Sheet
Flange Calculation sheet
1/3
Bolted flange connections to ASME VIII, div. 2 Appendix 2 SIX/PETROBRAS Tag No Project METANAÇÃO Job No. OPERAÇÃO Location U-104
Rev.
Date
Made
A
2011.03.23
MP
Check
Appr.
Client
Design Basis Design Code: ASME Boiler & Pressure Vessel Code - section VIII, Division 1, Appendix 2
Units of calculation
Metric Input Data Variable
Flange and Pipe Data
Source of data
Flange facing Nominal Pipe Size
NPD
Pipe Schedule Flange Pressure Rating
ASME B36.10
3.0 ''
ASME B36.10
40S
ASME B16.5
300 #
ASME B36.10
88.9 mm
Pipe wall thickness (Uncorroded)
tn
ASME B36.10
5.5 mm
Length of flange hub
h
ASME B16.5 Modified
41.2 mm
t
ASME B16.5
26.8 mm
PCD
ASME B16.5
168.3 mm
Flange thickness Bolt circle diameter
Gasket
Notes RF
ODpipe
Pipe OD (actual)
Bolts
Input
ASME B16.5
Hub Diameter (Largest)
X
ASME B16.5
117.0 mm
Flange outside diameter
A
ASME B16.5
210.0 mm
ASME B1.1
Imperial
Bolt Size (Specify M-Type , ISO)=
dbolt
ASME B16.5
3/4 in
Number of Bolts=
nbolt
ASME B16.5
8
Bolt Root Area (per bolt)
Abolt
ASME B1.1
194.8 mm²
Bolt Standard
Gasket Type
Spiral wound metal with nonmetallic filler (CS)
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file spec.:
'file:///opt/scribd/conversion/tmp/scratch23168/54173303.xls'#$sh 'file:///opt/scribd/conversion/tmp/scratch 23168/54173303.xls'#$sheet1 eet1 -- printed 2011.3.23/7:23
Doc No
Sheet
Flange Calculation sheet
2/3
Bolted flange connections to ASME VIII, div. 2 Appendix 2
Calculations Gasket key dimensions Gasket outside diameter
120.7 mm
Basic gasket seating width
b0 = N/2 or w / 8 (RF or RTJ)
Effective gasket seating width
b=b0 for b0 < 1/4" or
b = 0.5(or 2.52 for metric) * (b 0)0.5 for b0 > 1/4"
Table 2-5-2
4.8 mm
Table 2-5-2
4.8 mm
G = mean gasket diameter for b 0 < 1/4"
Gasket load reaction diameter or
G = Gasket OD - 2*b for b0 > 1/4"
111.2 mm
Flange values Thickness of hub at small end
g0 = tn - ca =
Thickness of hub at back of flange
g1 = (X-B)/2 =
19.5 mm
Radial dist. from PCD to large hub diam.
R = (PCD-X)/2 = B (Corroded ID) = OD pipe - 2 * g0 =
25.7 mm
Inside diameter of flange
5.5 mm
77.9 mm
Equivalent Working Pressure using Kellogs Method Resulting Bending Moment
Mres = No external Forces Specified
0 Nmm
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file spec.: spec.:
'file:///opt/scribd/conversion/tmp/scratch23168/541 'file:///opt/scribd/conversion/tmp/scratch2 3168/54173303.xls'#$ 73303.xls'#$sheet1 sheet1 -- printed 2011.3.23/7:23 2011.3.23/7:23
Doc No
Sheet
Flange Calculation sheet
3/3
Bolted flange connections to ASME VIII, div. 2 Appendix 2
Calculations
SUMMARY OF STRESSES: Calculated
Allowable
Accept
Operating Longitudinal Hub Stress:
SH=f * m0 / (λ * g12 ) =
#VALUE! 1.5 * Sf oper =
167 N/mm²
#VALUE!
Radial Flange Stress:
SR = β * m0 / (λ * t2 ) =
#VALUE! Sf oper =
111 N/mm²
#VALUE!
Tangential Flange Stress:
ST = m0 * Y / ( t ) - Z * S R =
#VALUE! Sf oper =
111 N/mm²
#VALUE!
Combined Stress:
greater of (S H+SR) / 2 or (S H+ST) / 2 =
Bolt Stress
#VALUE! Sf oper = 81 N/mm² Sb
111 N/mm²
Wm1 / Abolts
#VALUE! OK
2
172 N/mm²
Seating Longitudinal Hub Stress:
SH = f * m G / (λ *g 12 ) =
Radial Flange Stress:
SR =β * m G / ( λ * t 2 ) =
Tangential Flange Stress:
ST = mG * Y / ( t 2 ) - Z * S R =
#VALUE! 1.5 * Sf atm = #VALUE! Sf atm =
207 N/mm² 138 N/mm²
Combined Stress:
greater of (SH+SR) / 2 or (S H+ST) / 2 =
#VALUE! Sf atm = #VALUE! Sf atm =
138 N/mm²
Bolt Stress
Wm2 / Abolts
74 N/mm² Sa
172 N/mm²
138 N/mm²
#VALUE! #VALUE! #VALUE! #VALUE! OK
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file spec.:
'file:/// opt/scribd/ conversion/t mp/scratch23168/ 54173303.xls'#$fl angedrawing -- printed 2011.3.23/7:23
Doc No
Sheet
Flange Calculation sheet Bolted flange connections to ASME VIII, div. 2 Appendix 2 Client
Rev.
Date
Made
A
11.03.23
MP
Tag No
Project Job No. Location
Basic Flange Data
#VALUE! ## #
# # Studbolts C/W 2 nuts
#VALUE! #VALUE! #VALUE! #VALUE!
Check
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© Mogens Pedersen - al
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4/4 Appr.
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ll rights reserved
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file spec.:
'file:// /opt/scri bd/conversion/ tmp/scratc h23168/54173303.xls'#$mater ialsheet -- printed 2011.3.23/7:23
Doc No
Flange Calculation sheet Bolted flange connections to ASME VIII, div. 2 Appendix 2
Material Stress Data
Sheet
A2
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© Mogens Pedersen - all rights reserved
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Material grade
Standard
Ref. Table
SMTS
SMYS
100
2 00
300
400
Flan eMat
500
600
650
700
7 50
80 0
85 0
900
950
1000
1 050 10
1 100 11
Verified By
Da t e
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