reinforcement of nozzle

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    SHELL INPUTS Internal pressure P psi 25

    Internal diameter of the shell D inch 78

    Reqd. thickness of shell (corresponding to internal pressure) inch .2

    Reqd. thickness of shell (corresponding to e!ternal pressure) inch .""

     #llo$a%le stress in shell at gi&en temp psi '88

    orrosion allo$ance of shell Iinch .'25

    hell thickness pro&ided inch .*75

    NOZZLE INPUTS 

    t+pe of no,,le set in nozzle with pad-o,,le .D. d/ inch *0

    -o,,le $all thickness pro&ided inch .875

    no,,le pro1ection outside the &essel $all inch 8

    allo$a%le stress in no,,le psi '8

    ffset distance ff inch '8.25

    reqd. no,,le thickness(corresponding to e!ternal pressure) inch .'25

    REINFORCING PAD INPUTS 

    outside diameter of reinforcing pad inch 52

    thickness of reinforcing pad inch 52

    is it split t+pe padding NO

    WELD LEGS INPUTS 

    $eld leg %et$een pad and shell inch

    $eld leg %et$een no,,le and padshell inch '0

    CERTAIN DERIVED PARAMETERS 

    corrosion allo$ance of no,,le (internal onl+) inch .'25

    allo$a%le stress in reinforcing pad at gi&en temp psi '88

    hell thickness after corrosion t inch .25

    -o,,le $all thickness after corrosion inch .75

    inside diameter of no,,le d inch *".5

    $idth of reinforcing pad 3 inch 8

    la+out angle 4 radian ."85277

    reqd. no,,le thk inch .2"80'

    Reqd. thickness of shell (go&erning the case) inch .""

    USE ASME CODE SECTION-8 DIVISION I (UG-3!

    tr6inttr6e!t

    &

    c.a.6shell

    t/

    tn

    /

    pr'

    n

    tr n6e!t

    Dp

    te

    leg'

    leg2

    c.a.6no,,le

    p

    tn

      tr n

    tr 

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    CONSIDE" #I$UID %EAD

    &IT%OUT CO""OSION A##O&ANCE

    &IT%OUT CO""OSION A##O&ANCE

    SE#ECT '"OM D"O DO&N #IST

    3#R-I-9::;< #-< =; >R;

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    MIN NOZZLE THICKNESS (ACCORDING TO UG-45)

    inch .*7*0'

    inch .505

    inch .25

    inch *.*"5

    inch .505

    "OVIDED NO))#E &A## T%IC*NESS IS SU''ICIENT

    LIMITS OF REINFORCEMENT 

    D' inch 0

    tlnp inch .025

    CALCULATION OF CERTAIN FACTORS 

    fr'6fr2 A A .57"5n&

    ta

    (P(d/)(2(nB(."CP)))Bc.a.

    6no,,le

    t%'

    tintBc.a.6no,,le

    t%2

    te!t

    Bc.a.6no,,le

    t%*

    from ta%le Bc.a.6no,,le

    min no,,le thickness(tug"5

    )

    ma!(ta6.min(t

    %*6ma!(t

    %26t

    %')))

    limit parallel to &essel $all (D')

    2Cma!(d6RnBt

    nBt)

    limit normal to &essel $all (tlnp

    )

    min(2.5t62.5tnBt

    e)

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    min(n6p)&A A .

    fr"A A '

    p&

    force correlation factor A A '

    if integral t+pe(.75B.25cos2)6else '

     AREA CALCULATION 

     #rea required'5.7708'

     #rea a&aila%le in shellA.'22287

     #rea a&aila%le in no,,le.00

     #rea a&aila%le in $elds250

     #rea a&aila%le in pad8*2

     #rea a&aila%le in hu%

     #rea a&aila%le in %e&el

     #rea a&aila%le in hu% plus %e&el

    total area a&aila%le'87.*8

    OENING IS ADE$UATE#+ "EIN'O"CED

     #r  inch

    2

     Eif frF'G dtr : B 2t

    ntr :('Af 

    r')6 else dt

    r :

     #' inch

    2

    ma!(dE;'tA:t

    r GA2t

    n(;

    'tA:t

    r )('Af 

    r') 6 2(tBt

    n)(;

    'tA:t

    r )A2t

    n(;

    'tA:t

    r )('Af 

    r'))

     #2 inch

    2

    min(5f r2t(t

    nAt

    r n)62f 

    r2tn(t

    nAt

    r n)(2.5t

    nBt

    e)

     #" inch

    2

    (leg')2f 

    r'

     #5 inch

    2

    (min(Dp62Cd62C(R

    nBt

    nBt))AdA2t

    n)t

    ef r"

     #0' inch

    2

    2Cmin(h6tlnp

    6pr'

    )C(HAtn/)Cf 

    r2

     #02 inch

    2

    ma!(tlnp

    Ah6)C((ma!(tlnp

    Ah6)/)C(HAtn))B(HAt

    nA((ma!(t

    lnpAh6)/))C(HAtn))

     #0 inch

    2

     #0'

    B#02

     #< inch

    2

     #'B#

    2B#

    "'B#

    "2B#

    5B#

    0'B#

    02

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    CA#CU#ATION ,+ AENDI .-./

    MIN NOZZLE THICKNESS (ACCORDING TO UG-45)

    inch .*7*0'

    inch .505

    inch .25

    inch *.*"5

    inch .505

    "OVIDED NO))#E &A## T%IC*NESS IS SU''ICIENT

    CERTAIN PARAMETERS 

    inside radius of no,,leinch '7.25

    effecti&e pressure radiusinch *.'25

    LIMITS OF REINFORCEMENT 

    ta

    (P(d/)(2(nB(."CP)))Bc.a.

    6no,,le

    t%'

    tint

    Bc.a.6no,,le

    t%2

    te!t

    Bc.a.6no,,le

    t%*

    from ta%le Bc.a.6no,,le

    min no,,le thickness(tug"5)

    ma!(ta6.min(t

    %*6ma!(t

    %26t

    %')))

    Rn(d/A2t

    n)2

    Reff D2Bc.a

    6shell.

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    .

    inch *.5550'

    inch 8.25

    inch "'8

    for calculating ?inch

    effecti&e no,,el $all lengthinch *.5550'

    effecti&e thickness used in calc. of pressure stressinch .25

    CALCULATION OF AREAS 

    A 7.57

    area contri%uted %+ &essel'.2"*25

    area contri%uted %+ no,,le2.2'07'

    area contri%uted %+ $elds'28

    area contri%uted %+ reinforcing pad'*

    total area a&aila%le 20'.5*5

     ALLOWABLE STRESS 

    allo$a%le local primar+ mem%rane stresspsi 27

    FORCE CALCULATION 

    no,,le radius opening in &essel along long chordinch '.5'5"

    internal pressure force on no,,lel% '2.88

    R 8t6't68(tBte)(acc to diff condtns.)

    for calculating ?

    ?'tB.78(Rntn).5

    for calculating ?

    ?2pr' B t

    for calculating ?

    ?*8(tBte)

    ?"H(hBt)B.78(t

    n(HAc.a.))(R

    ntn).5

    ?if(hJ)6min(

    ?'6

    ?26

    ?*) else min(

    ?'6

    ?26

    ?")

    teff if t

    eK.5tand $K8(tBt

    e)6tBt

    e else t

    for calculating #'

    min('6 (2RnBt

    n)((DBt

    eff )t

    eff ).5

     #' inch

    2

    tRma!('6")

     #2 inch

    2

    if(?FhBt)t

    n

    ?else(H(hBt)B.78(t

    n2(HAc.a.))(R

    ntn).5)

     #" inch

    2

    .5eg'

    2 B .5leg22

     #5 inch

    2

    min(#5a

    6#5%

    )

     #< inch

    2

     #'B#

    2B#

    "'B#

    "2B#

    5

    allo$'.5C

    n

    RncR

    ncosL

    f -PR ( At)

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    internal pressure force on shelll% *'.780

    discontinuit+ force from internal pressurel% '.7""

    MAXIMUM ALLOWABLE PRESSURE CALCULATION 

    *8.5"

    psi A'8.8'0"

    psi ''.5'0

    no,,le ma!imum allo$a%le pressurepsi A'8.8'0"

    STRESS CALCULATION 

    a&erage primar+ mem%rane stresspsi 8.7'552

    general primar+ mem%rane stresspsi *'2.5

    ma!. local primar+ mem%rane stress at no,,le intersectionpsi *'2.5

    f PR

    eff (

    RBt

    n)

    f MPR

    eff R

    nc

    used in calculation of Pma!'  #

    P inch2

    Rn(

    ?At)BR

    eff (

    RBt

    nBR

    nc)

    used in calculation of Pma! P

    ma!'allo$

    (2(#p#

    <)A(R

    eff t

    eff ))

    used in calculation of Pma! P

    ma!2nC(tR

    eff )

    Pma!min(P

    ma!'6P

    ma!2)

    Na&g(f 

    -Bf 

    Bf 

    M)#

    <

    NcircPr 

    eff t

    eff 

    Pma!E2N

    a&gAN

    circ6N

    circG

    OENING IS NOT ADE$UATE#+ "EIN'O"CED0 INC"EASE T%IC*NESS O'"EIN'O"CING E#EMENTS

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    CA#CU#ATION ,+ AENDI .-

    MIN NOZZLE THICKNESS (ACCORDING TO UG-45)

    mm .*7*0'

    mm .505

    mm .25

    mm *.*"5

    mm .505

    "OVIDED NO))#E &A## T%IC*NESS IS SU''ICIENT

    CONDITION ON LIMIT OF REINFORCEMENT 

    area required for reinforcement'5.7708'

    from ugA*7

    t$o third of area required'.5'787

    LIMITS OF REINFORCEMENT 

    limit parallel to &essel $allmm 5'.75

    limit normal to &essel $allmm .025

     AREA CALCULATION 

    area contri%uted %+ shell

    A*.'787

    area contri%uted %+ no,,le.00

    same as in ugA*7

    area contri%uted %+ $elds250

    same as in ugA*7

    area contri%uted %+ pad

    ta

    (P(d/)(2(nB(."CP)))Bc.a.

    6no,,le

    t%'

    tintBc.a.6no,,le

    t%2

    te!t

    Bc.a.6no,,le

    t%*

    from ta%le Bc.a.6no,,le

    min no,,le thickness(tug"5

    )

    ma!(ta6.min(t

    %*6ma!(t

    %26t

    %')))

    so1e additional 2onditions ae i1posed on 45-3 when we 4se appendi6 .- 74t aea

    e4ied 9o ein9o2e1ent e1ains the sa1e and th4s we will die2tl: 4se it

    (AT,l 

      AR  )

     #< mm

    2

     #R mm

    2

    .0000000C#<

    d'2Cma!(.75Cd6R

    nBtBt

    n)

    d2min(2.5Ct62.5t

    nBt

    e)

     #' mm

    2

    (d'A2CRn)CE;'tA:tr GA2tn(;'tA:tr )('Af r')

     #2 mm

    2

     #" mm

    2

    2

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    area contri%uted %+ hu%

    same as in ugA*7

    area contri%uted %+ %e&el

    same as in ugA*7

    total area $ithin limits'72."

    #IMIT O' "EIN'O"CEMENT IS SATIS'IED

    2he2; 9ollowin5 2ondition on stesses onl: i9 nozzle I

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    CALCULATION OF SHADED AREAS FOR MEMBRANE STRESS 

    mean radius of shellmm *.25

    mean radius of no,,lemm '7.025

    shaded area in fig 'A7A' '77.'280

    CALCULATION OF AREAS FOR BENDING STRESS 

    area of shell'

    area of reinforcing pad28

    area of no,,le0.'875

    area of hu%

    area of %e&el

    CALCULATION OF MOMENT OF INERTIA

    distance %et$een neutral a!is Oshell mid$ell e mm 20.'7252

    distance %et$een neutral a!is and shell %ottoma mm 20.2752

    eBt2

    moment of inertia I "8".2"

    STRESS CALCULATION ma!. mem%rane stress

    252.755

    %ending moment> kgfcm "02.87*

    ma! %ending stress2"".2"5

    >aI

    RmReff  B t2

    RnmR

    nB t

    n2

     #s mm

    2

     #' mm

    2

    tCma!('0t6(Rmt).5)

     #2 mm

    2

    teCmin('0t636(R

    mt).5)

     #* mm

    2

    tnCmin(

    pr'Bt6ma!(tBt

    eB(R

    nmtn).56tBt

    eB'0t

    n))

     #" mm

    2

    (HAtn/)C(k

    'Bt)

     #5 mm

    2

    .5C(HAtn/)Ck2

    mm"

    m kgfcm

    2

    P(R(RnBt

    nB(R

    mt).5)BR(tB(R

    nmtn).5))#

    s

    P(Rn*0 BRR

    ne)

    % kgfcm

    2

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    com%ined mem%rane and %ending stress"0.78"'

    allo$a%le mem%rane stress'8

    allo$a%le com%ined mem%rane and %ending stress27

    '.5Cn

    ST"ESS CONDITION IS SATIS'IED

    mB% kgfcm

    2

    m

    B%

    m6allo$ kgfcm

    2

    n

    mB%6allo$ kgfcm

    2

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    C(HAtn/)Cmin(/6(tBt

    nB(R

    nmtn).5Ah))B(

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    Atn/)C(tBmin(tBt

    eB(R

    nmtn).56h))Bt

    n(tBt

    eB(R

    nmtn)

    .5)B tC(Rmt).5B t

    e(min('0t6

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    a5e No

    Do2< No< "e?ision

    I-

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    -; >#

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    -; R#DI@ :R :R; #@#

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    STRENGTH OF NOZZLE ATTACHMENT WELDS

    DI-

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    2E-006 0.01183

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    ;rr952

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