UNREINFORCE BELLOWS DESIGN CALCULATION SHEET (EJMA NINTH ... Above all the values and stresses are safe and acceptable as per EJMA NINTH Edition with ...
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Manager US Bellows, Inc. ... U.S. Bellows, Inc. Certifications • EJMA Member • ASME U-Stamp • ASME R-Stamp • ASME NS Certified • ISO 9001:2008 Certified
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9" LENGTH 321SS MULTI PLY BELLOWS DATA NOMINAL ... Calulations’based’on’EJMA’9th’Edition requirements Note:
Download QPSK modulation consists of two BPSK modulation on in-phase and quadrature components .... The received signal in a Rayleigh fading channel is of the form:.
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Download QPSK modulation consists of two BPSK modulation on in-phase and quadrature components .... The received signal in a Rayleigh fading channel is of the form:.
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UNREINFORCE BELLOWS DESIGN CALCULATION SHEET (EJMA NINTH EDITION) Client Name
: XYZ
Quotation No
:
5321
Users Name
: Deepak G
Drawing No
:
32134
Revision No
: 43
Calculated By
:
Deepak G
Tag No
: 11
Date of Calculation
:
10/08/2011
Type of Bellows
: DUAL UNREINFORCED
DESIGN DATA :
Design Pres.
: 100.000 PSI
Weld Factor
250.000
OC
Design Temp.
:
1.000
Min. Fatigue Cycle
:
1,000.000
Fatigue Safety Factor
:
1.000
Design Pres. (Extr)
:
--- PSI
Vibration
:
Axial Movement (Ext)
:
12.700 mm
Axial Movement (Comp)
:
--- Deg --- mm
Angular Rotation
:
Lateral Def in Z plane
:
Annealed Bellows
:
No of Convolution
:
No
No 25.400 mm
Torsion Rotation
:
--- Deg
Lateral Def in Y plane
:
50.800 mm
Vacuum Condition
:
No
Collar Thickness
PRIME DATA Nominal Bore Dia.
:
:
6.350 mm
Bellows Internal Dia.
:
609.000 mm Pitch of Convolution
0.000 NB
:
25.400 mm Collar Length
:
31.750 mm
Bellows Outside Dia.
:
685.200 mm Height of Convolution
:
36.580 mm Spool Length
:
710.800 mm
Plies Thickness
:
0.760 mm Straight Face
:
25.400 mm
:
--- Kg
No. of Plies
:
2.000
:
--- mm
:
--- mm
Weld Ends Thickness
4.000
Spool Mass Weld Ends Length
MATERIAL SPECIFICATION Bellows
: SA 240 GR 304
Collar
:
Below the Creep Range
:
Spool
:
No
SA 240 GR 304
Weld Ends
:
End Fittings
:
CALCULATED VALUE Factor (Cp)
:
0.734
S1
:
4,562.652 PSI
S4
:
45,169 PSI
Factor (Cd)
:
1.533
S'1
:
4,681.042 PSI
S5
:
1,128 PSI
Factor (Cf)
:
1.470
S2
:
7,449.271 PSI
S6
:
178,924 PSI
Bellows Fatigue Cycle Life (Nc)
:
S3
:
1,240 PSI
Thrust Force at Design Pressure
:
Axial Spring Rate per Convolution (Fiu)
:
18.782 Kg/mm
Lateral Spring Rate (LSR)
:
6.243 Kg/mm
Angular Spring Rate
:
Axial Movement per Convolution
:
--- Kgm/Deg 10.559 mm
Torsion Spring Rate (TS)
:
Rocking Vibration (Fn)
:
Mean Diameter of Bellows (Dm) Axial Vibration (Fn)
: :
647.100 mm --- Hertz
Effective Area (Ae) Lateral Vibration (Fn)
:
328,876 mm^2 --- Hertz
Single Bellows Length (Lb)
:
101.600 mm
Dual Bellows Length (Lu)
:
914.000 mm
Over All Length of Bellows Assembly
:
964.800 mm
Over All Length of Bellows Element
:
152.400 mm
4,323.904 50,975.941 Lbs
--- Kgm/Deg --- Hertz
Factor Ku :
1.119
Limiting DP on column Instability (Psc)
:
208.994 PSI
Limiting DP on In plane Instability (Psi)
:
83.455 PSI
Yield Strength Value by EJMA (S*y)
:
19,580.095 PSI
Yield Strength Value at RT by ASME (Sy)
:
30,022.812 PSI
Bellows Allowable Stress at DT by ASME (Sab):
17,694.604 PSI
Modulus of Elasticity at DT (Eb)
25,961,755.05 : PSI
Thinning Thickness Due to Forming (Tp)
: :
0.737 mm
CONCLUSION : Above all the values and stresses are safe and acceptable as per EJMA NINTH Edition with respect to temperature, pressure and movement.