106736744 Safety Valve Calc

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    Safety valve nozzle M/S.CETHAR VESSELS (P ) LTDM/S.BINANI CEMENTS

    SAFETY VALVE NOZZLE DESIGN CALCULATION AS PER ASME B31.1-2010

    Description I!"#   Unit 

    Safety valve set pressure = P 289.30

    Design temperature !".00   °C 

    Nozzle material specication SA"82 #"2$%2   -

     Young's Modulus of material @ design temp = E 2.8&'0!   psi llo!a"le stress for saf#valve nozz#matl @ design te "8200.00   psi 

    $eig%t of valve = $ 22.00   kgs

    Nozzle %eig%t from od of run pipe = & "(.9   mm

    Dist# "et!# od of run pipe to centre line outlet pipe 8.9   mm

    (un pipe outside diameter =)#D 2!3.00   mm

     *%ic+ness of run pipe = *r 33.90   mm

    Saf# valve nozz#od @ pipe conn ,point-./ = dn.#=r 20.00   mm

    Saf# valve nozz#t%+ @pipe conn ,point-./ = *'"# 63."(   mm

    Saf# valve nozz#od @ valve conn ,point-/ = dn# 20.00   mm

    Saf# valve nozz#t%+ @ valve conn ,point-/ = tn# 62.9   mm

    0alve rise time = to 0.0   sec 

    Moment arm = 1 6"0.00   mm

    Moment arm for point ,./ =1. "9   inch

    Moment arm for point ,/ =1 "3   inch

    Seismic coe2cient ".(   -

    verage od of saf#valve nozzle = do 8.03"   inch

    verage id of saf#valve nozzle = di 3.06   inch

    Moment of inertia of saf#valve nozzle = 3 "99.9(

    0.006669   sec 

    (atio = to4 * 6.00   -

    Dynamic load factor ,g 33#5# of ap6#-33 of asme "5. ".""   -

    BENDING MOMENTS AT POINTS (1) $ (2)

    (eaction force @ disc%arge el"o! e6it = 7. 8026.30   kg 

    !"(!0.83   in-lb

    Seismic force = 7s = mass 6 acceleration "39(   lbf 

    8end#moment @ pt .due to seismic force =Ms,./ = 26(0(   in-lb

    8end#moment @ pt due to seismic force =Ms,/ = "8"3(   in-lb

    9om"ined "end#moment @ pt . = M. = M.,./ : Ms 980!(.83   in-lb

    9om"ined "end#moment @ pt = M = M.,/ : Ms 89!0(.83   in-lb

    Mean radius of run pipe = (m .!0!   inch

    Mean radius of saf valve nozzle @ pt . = r'm 2.!!3   inch

    STRESS INTENSIFICATION FACTORS AT POINTS (1 )$ ( 2)

    )uter radius of saf valve nozz @ pt . = rp .02   inch

    3.3   -

    Stress intensication factor for pt ,"utt !eld/ = i, ".00   -

    kg/cm2 

    inch4

    Safety valve installation period = * = ;#. 6 ?,$

    8ending moment @ pt . due to force7.=M.,./ M.,/ = 7. A 1 A D17

     = i,./ = ,,(m4*r/B45/6,r'm4(m/B;#C 6 ,*'"4 *r/ 6,r'm4rp/

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    Safety valve nozzle M/S.CETHAR VESSELS (P ) LTDM/S.BINANI CEMENTS

    PREDICTED STRESSES AT POINT (1) - BRANCH CONNECTION

    (atio = Do4 *r for run pipe 8.0(   -

    (atio = dn.4 *'" for safety valve nozzle 3.23003800(   -

    ts = lesser of *r or ,i./*'" "   inch

    r" = r'm 2.!!3   inch

    Section modulus of point ,./ =.= r"B ts 32.00

    Pressure stress,./ for "ranc% conn# =Ps,./ 8282.30   psi 

    000.63   psi 

    PREDICTED STRESSES AT POINT (2) - BUTT %ELD

    (atio = dn.4 tn for safety valve nozzle 3.26   -

    9.!9

    Pressure stress,/ for "utt !eld =Ps,/ 33(!.   psi 

    7actor ;#FC 6 i,/ 0.!(   -

    "   -

    983(.2"   psi 

    COMPARISON OF PREDICTED STRESS %ITH ALLO%ABLE STRESS

    3ncrease factor for %ot allo!a"le stress = + ".20   -

    llo!a"le %ot stress @ design temp = + 6 S% 2"80.00   psi 

    8322.93   psi 

    "3"92.6   psi 

    9om" stress,./ condition c%ec+ 9s,./ G= ,+ 6 S%/ NOT SAFE   -

    9om" stress,/ condition c%ec+ 9s, /G= ,+ 6 S%/ SAFE   -

    inch3

    7le6ure stress,./ for "ranc% connection =7s,./=,;#FC6 i,./6 M,.//4 ,./

     ,dnB- diB/4dn   inch3

     ta+en as .#;

    7le6ure stress,/ for "utt !eld =7s,/=,;#FC6 i,/6 M,//4 ,/

    9om"ined stress at point ,./ "ranc% conn = 9s,./=Pr#stress Ps,./ :7le6#stress 7s,./

    9om"ined stress at point ,/ "utt !eld =9s,/ =Pr#stress Ps,/ : 7le6#stress 7s,/

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    Safety valve nozzle M/S.CETHAR VESSELS (P ) LTDM/S.BINANI CEMENTS

    Date:-02-09-06Rev:-00 .

    Prepared by Verified by Approved by .

    SAFETY VALVE NOZZLE DESIGN CALCULATION AS PER ASME B31.1-2010

    Description I!"#   Unit 

    Safety valve set pressure = P 2!0.30

    Design temperature (!3.60   °C 

    Nozzle material specication SA"82 #"2$%2   -

     Young's Modulus of material @ design temp = E 2.8&'0!   psi llo!a"le stress for saf#valve nozz#matl @ design te 000.00   psi 

    $eig%t of valve = $ 22.00   kgs

    Nozzle %eig%t from od of run pipe = & 200.00   mm

    Dist# "et!# od of run pipe to centre line outlet pipe (20.00   mm

    (un pipe outside diameter =)#D 2!3.00   mm

     *%ic+ness of run pipe = *r 3."0   mm

    Saf# valve nozz#od @ pipe conn ,point-./ = dn.#=rp "8.20   mm

    Saf# valve nozz#t%+ @pipe conn ,point-./ = *'"# (9.60   mm

    Saf# valve nozz#od @ valve conn ,point-/ = dn# "8.20   mm

    Saf# valve nozz#t%+ @ valve conn ,point-/ = tn# (8.80   mm

    0alve rise time = to 0.0   sec 

    Moment arm = 1 6"0.00   mm

    Moment arm for point ,./ =1. 20   inch

    Moment arm for point ,/ =1 "3   inch

    Seismic coe2cient ".(   -

    verage od of saf#valve nozzle = do !.2(2   inch

    verage id of saf#valve nozzle = di 2.(6   inch

    Moment of inertia of saf#valve nozzle = 3 "33.66

    0.0090(8   sec 

    (atio = to4 * .2   -

    Dynamic load factor ,g 33#5# of ap6#-33 of asme "5. "."(   -

    BENDING MOMENTS AT POINTS (1) $ (2)

    (eaction force @ disc%arge el"o! e6it = 7. 929!.!   kg 

    (6(9(0.3"   in-lb

    Seismic force = 7s = mass 6 acceleration "39(   lbf 

    8end#moment @ pt .due to seismic force =Ms,./ = 2!900   in-lb

    8end#moment @ pt due to seismic force =Ms,/ = "8"3(   in-lb

    9om"ined "end#moment @ pt . = M. = M.,./ : Ms (938(0.3"   in-lb

    9om"ined "end#moment @ pt = M = M.,/ : Ms (808(.3"   in-lb

    Mean radius of run pipe = (m .!03   inch

    Mean radius of saf valve nozzle @ pt . = r'm 2.(3   inch

    STRESS INTENSIFICATION FACTORS AT POINTS (1 )$ ( 2)

    )uter radius of saf valve nozz @ pt . = rp 3.63   inch

    2.9(   -

    Stress intensication factor for pt ,"utt !eld/ = i, ".00   -

    PREDICTED STRESSES AT POINT (1) - BRANCH CONNECTION

    (atio = Do4 *r for run pipe 8.0"   -

    (atio = dn.4 *'" for safety valve nozzle 3.090600268   -

    ts = lesser of *r or ,i./*'" "   inch

    r" = r'm 2.(3   inch

    kg/cm2 

    inch4

    Safety valve installation period = * = ;#. 6 ?,$

    8ending moment @ pt . due to force7.=M.,./ M.,/ = 7. A 1 A D17

     = i,./ = ,,(m4*r/B45/6,r'm4(m/B;#C 6 ,*'"4 *r/ 6,r'm4rp/

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    Safety valve nozzle M/S.CETHAR VESSELS (P ) LTDM/S.BINANI CEMENTS

    Date:-02-09-06Rev:-00 .

    Prepared by Verified by Approved by .

    Section modulus of point ,./ =.= r"B ts 2(.00

    Pressure stress,./ for "ranc% conn# =Ps,./ !692.9!   psi 

    (2(((.!(   psi 

    PREDICTED STRESSES AT POINT (2) - BUTT %ELD

    (atio = dn.4 tn for safety valve nozzle 3."3   -

    36.86

    Pressure stress,/ for "utt !eld =Ps,/ 30"0.22   psi 

    7actor ;#FC 6 i,/ 0.!(   -

    "   -

    "(8(."2   psi 

    COMPARISON OF PREDICTED STRESS %ITH ALLO%ABLE STRESS

    3ncrease factor for %ot allo!a"le stress = + ".20   -

    llo!a"le %ot stress @ design temp = + 6 S% 800.00   psi 

    6028.!2   psi 

    "88((.3   psi 

    9om" stress,./ condition c%ec+ 9s,./ G= ,+ 6 S%/ NOT SAFE   -

    9om" stress,/ condition c%ec+ 9s, /G= ,+ 6 S%/ NOT SAFE   -

    inch3

    7le6ure stress,./ for "ranc% connection =7s,./=,;#FC6 i,./6 M,.//4 ,./

     ,dnB- diB/4dn   inch3

     ta+en as .#;

    7le6ure stress,/ for "utt !eld =7s,/=,;#FC6 i,/6 M,//4 ,/

    9om"ined stress at point ,./ "ranc% conn = 9s,./=Pr#stress Ps,./ :7le6#stress 7s,./

    9om"ined stress at point ,/ "utt !eld =9s,/ =Pr#stress Ps,/ : 7le6#stress 7s,/

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    Safety valve nozzle M/S.CETHAR VESSELS (P ) LTDM/S.BINANI CEMENTS

    Date:-02-09-06Rev:-00 .

    Prepared by Verified by Approved by .

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    Safety valve nozzle M/S.CETHAR VESSELS (P ) LTDM/S.BINANI CEMENTS

    Date:-02-09-06Rev:-00 .

    Prepared by Verified by Approved by .

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    )*)+A)DA,*R

    Rle/ for te de/i1n of /aftey valve in/tallation

    a Design pressure and velocity 

    P inlet pre//re Ab/olte 92( p/i

    , 4nlet te5pereatre "000

     At5o/peri pre//re "(  psia

    W  7ei1t of te valve 800 lb #ro5 SV data /eet

    Valve openin1 ti5e 0.0 sec #ro5 SV data /eet

    Di/ar1e elbo area (0.03

    ravitational on/tant 32.2

    "(0!.30 Btu/lbm #ro5 /tea5 table/

     j on/tant !!8."6 Btu/lbm

    W   Atal 5a// flo rate ""6.38  lbm/sec

    Pre//re te di/ar1e elbo ""8  psia

    Veloity te di/ar1e elbo 2""6 ft/sec

    B Discharge Elbow max operating pressur 

    #or 8 in. la// "(0 AS+& 7eld ne; flan1e

    % in H ,14D/ =D !.98" in 32.00

    % ".6!

    % "2

    D !.98" "9 p/ia

    %

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    D Bending Moment at points (1 and (!

    (A!

    @ F1 " # " $#F 

    # 5o5ent ar5 2.00 in

    $F# Dyna5i load fator  "."" fro5 1rap

    %o Fin& $F#

    ' )oungs mo&ulus of inlet pipe * &esign t  23000000 Psi

    "9 in

    + ,oment of inetia of inlet pipe

    *D 9.8!( in

    4D 6 in

    + 03

    Ben&ing moment , 0.00( sec

    #or a valve ri/e ti5e

    300!.23 in-lb

    (A!

     Aeleration ".( Data fron /trtre

    5a// aeleration

    "200 lbf 

    5o5ent ar5 for point " "9 in

    22800 in-lb

    5o5ent ar5 for point 2 "2 in

    "00 in-lb

    (c!

    36320!.23 in-lb

    3(80!.23 in-lb

    Ben&ing moment at the point (1! . (2! &ue to ecation at point (1!

    ,1(1!

    ,1(2!

    h &istance fom un pipe to centeline ofoutlet piping

    in

    ,1(1!

    ,1(2!

    ,1(1!

    ,1(2!

    Ben&ing moment at the point (1! . (2! &ue to eismicloa&ing

    F s

    F s

    ,(1!

    ,(2!

    Ben&ing moment at the point (1! . (2! &ue to eismicloa&ing

    ,(1!

    ,1(1!

    ' ,(1!

    ,(2!

    ,1(2!

    ' ,(2!

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    /tea5 ondition a> Bt000

    p/ia

    /pereated

    /tea5 F 90 Eality "000 p/ia Gp" G 2>000 p/ia

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    823

    .33

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    M'-200 -"29 -!3 2" 93 "9 20 260

    -32( -200 -"00 !0 200 300 00 (00

    C'# *+,

    ray a/t iron "3. "3.2 "2.9 "2.6 "2.2S#&&

    3". 30.8 30.2 29.( 28.8 28.3 2!.! 2!.3

    3".2 30.6 30 29.3 28.6 28." 2!.( 2!."

    $arbon-5oly /teel/ 3"." 30.( 29.9 29.2 28.( 28 2!. 2!

    29.6 29." 28.( 2!.8 2!." 26.! 26." 2(.!

    3".6 3" 30. 29.! 29 28.( 2!.9 2!.(

    32.6 32 3". 30.6 29.8 29. 28.8 28.3

    32.9 32.3 3".! 30.9 30." 29.! 29 28.6

    3".2 30.! 30." 29.2 28.( 2!.9 2!.3 26.!

    30.3 29.! 29." 28.3 2!.6 2! 26.( 2(.8

    on1 +odl/ of &la/tiity - & - "06

    ,e5peratre

    ,e5peratre

    $arbon /teel $ [email protected]

    $arbon /teel $ @H0.3

    )i;el /teel/ )i 2- 9

    $r-+o /teel/ $r" "!> 2!

     A/teniti /teel/,P30> 3"0> 3"6>

    32"> 3!

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    3"6 3!" 2! 82 (38 (93 69

    600 !00 800 900 "000 ""00 "200

    "".! "" "0.2

    26.! 2(.( 2.2 22. 20. "8

    26.( 2(.3 2 22.2 20.2 "!.9 "(.

    26. 2(.3 23.9 22.2 20." "!.8 "(.3

    2(.2 2.6 23

    26.9 26.3 2(.( 2.8 23.9 23 2".8

    2!.! 2!." 26.3 2(.6 2.6 23.! 22.(

    28 2!.3 26." 2.! 22.! 20. "8.2

    26." 2(.6 2.! 23.2 2".( "9." "6.6

    2(.3 2.8 2." 23.( 22.8 22." 2".2

    p/i

      oC)

      oF)

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