300-16

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    INCH

    Mpa

    STNHANCHOR FLANGE CLACULATION

    CODE : ASME B31.4

    PIPE SIZE 16 FLANGE RATING 300

    OPERATING CONDITION

    INSTALLATION TEMPERATURE 21 MAX. DESIGN PRESSURE 2.39

    N

    Mpa

    Mpa

    MAX. OPERATING TEMPERATURE 82 EXTERNAL AXIAL LOAD 0

    YOUNG MODULUS AT MINIMUM TEMPERATURE (ASME BVPC SEC. II, PART D) 202000

    MEAN COEFFICIENT OF THERMAL EXPANSION (ASME BVPC SEC.II, PART D) :

    MIN. OPERATING TEMPERATURE 21 TEST PRESSURE 2.9875

    PIPE MATERIAL API 5L Gr. X52 PSL-2

    Mpa

    Mpa

    MpaLONGITUDINAL JOINT EFFICIENCY E 1 ALLOWABLE SHEAR STRESS 162

    ANCHOR FLANGE MATERIAL ASTM A105N

    MINIMUM YIELD STRESS (FROM ASTM SPECIFICATION) 250

    CALCULATION FACTORS

    DESIGN FACTORF 0.72 ALLOWABLE STRESS Sf 180

    . . . .

    Mpa

    mm

    mm mm

    PIPE DATA

    PIPE OUTSIDE DIAMETER 406.4 PIPE METAL AREA 11882.03

    PIPE WALL THICKNESS 9.53 CORROSION ALLOWANCE 3.2

    ANCHOR SUPPORT

    MAXIMUM ALLOWABLE BEARING STRESS 4.53

    N N

    N

    kN kN

    CALCULATION LOAD AT OP. CONDITION 900 CALCULATION LOAD AT TEST 352.03

    ANCHOR FLANGE LOADS

    LOAD DUE TO DESIGN PRESSURE 281625.8262 THERMAL LOADS AT MAX. TEMP. 2009268.367

    LOAD DUE TO TEST PRESSURE 352032.2827

    mm

    kN

    mm mm

    mm mm

    mm mmDIAMETER OF HUBH 406.4 HUB THICKNESS AT PIPE 9.5

    ANCHOR DIMENSIONS

    OUTSIDE DIAMETER A 647.7 HEB LENGTHh 44.5

    INSIDE DIAMETERB 387.4 ANCHOR THICKNESS t 55.6

    .

    MAXIMUM AXIAL LOAD 900 REQUIRED LOAD BEARING AREA 198468.00

    mm mm

    DIAMETER OF HUB BEVEL X 482.6 HUB THICKNESS AT ANCHOR 47.6

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    CALCULATION DIMENSIONS

    STNHANCHOR FLANGE CLACULATION

    CODE : ASME B31.4

    ANCHOR CALCULATION ACCORDING TO ASME BVPC SECTION VIII, DIV. 1 PROCEDURES

    CALCULATION IN CORRODED CONDITION

    mm mm

    mm mm

    mm

    mm

    FLANGE FACTORS

    HUB THICKNESS AT ANCHOR g1 47.6

    HUB LENGTH h 44.5

    INSIDE DIAMETER B 387.4 ANCHOR LOAD CIRCLE DIAMETER 536.2562249

    HUB THICKNESS AT PIPE g0 9.5 MOMENT ARM hG 64.92811245

    K 1.671915333 0 352883.2406 L

    T 1.637057363 U Y 3.951897163 Z

    F 0.733470318 V f 4.943000317 e

    Xg 5.010526316 Xh

    - -

    0.733530878

    FLANGE MOMENTS

    OPERATING CONDITION 58435301.2 TEST CONDITION 22856791.64

    . .

    4.342734313 2.114019394

    0.067378455 0.012090407

    Mpa Mpa

    Mpa Mpa

    Mpa Mpa

    RADIAL FLANGE STRESS SR 61.26308708 23.96287155

    TANGENTIAL FLANGE STRESS ST 63.31736743 24.7663971

    FLANGE STRESSES

    OPERATING CONDITION TEST CONDITION

    LONGITUDINAL HUB STRESS SH 218.1379013 85.32398149

    Mpa 270 Mpa

    Mpa 180 Mpa

    Mpa 180 Mpa

    SRSf 61.26 OK

    STSf 63.32 OK

    FLANGE STRESSES VERIFICATION AT OPERATING CONDITION

    VALUE ALLOWABLE COMPLIANCE

    SH1.5*Sf 218.14 OK

    Mpa 180 Mpa

    Mpa 180 Mpa

    Mpa 162 MpaSHEAR STRESS 10.68 OK

    FLANGE STRESSES AT TEST CONDITION

    VALUE % OF YIELD

    (SH+SR)/2Sf 139.70 OK

    (SH+ST)/2Sf 140.73 OK

    85.32 Mpa 34.13 %

    23.96 Mpa 9.59 %

    24.77 Mpa 9.91 %

    54.64 Mpa 21.86 %

    55.05 Mpa 22.02 %

    SH

    SR

    ST

    (SH+SR)/2

    (SH+ST)/2

    . pa .

    MpaMAXIMUM BEARING STRESS 10.06

    NOTES

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