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document.xls HORIZONTAL PIPE SPAN CALCULATION PIPE SCHEDULES ACCORDING TO ANSI B36.10 NOMINAL PIPE SIZE 6 mm SCHEDULE STD MATERIAL API 5L A DESIGN TEMPERATURE [0°C CORROSION ALLOWANCE mm BEAM END FIXATION CONTINUOUS ALLOWABLE BENDING STRESS % OF DESIGN STRENGTH A 0.0 MPa DEFLECTION LIMIT mm CONTENTS EMPTY CONTENTS DENSITY 0 METAL CLADDING THICKNESS mm INSULATION NONE INSULATION THICKNESS mm INSULATION DENSITY 0 LINING NONE LINING THICKNESS mm LINING DENSITY 0 SUPERIMPOSED U.D. LOAD kg/m PIPE OUTSIDE DIAMETER 10.3 mm PIPE WALL THICKNESS 1.73 mm PIPE OD / WALL THICKNESS 6.0 4.450E+02 8.641E+01 MODULUS OF ELASTICITY 204000 MPa PIPE WEIGHT 0.004 kN/m CLADDING + INSULATION WEIGHT 0.000 kN/m LINING WEIGHT 0.000 kN/m CONTENTS WEIGHT 0.000 kN/m SUPERIMPOSED LOAD 0.000 kN/m TOTAL WEIGHT 0.004 kN/m CONTINUOUS SPAN LIMITED BY DEFLECTION L = 0 m L = 0 m L = 0 m MAXIMUM BENDING STRESS 0.0 MPa o C £ TEMP £ kg/m 3 kg/m 3 kg/m 3 MOMENT OF INERTIA # mm 4 [ # CORRODED SECTION SECTION MODULUS # mm 3 L L L S.F. = 0.65 S.F. = L L L

Pipe Span Without Point Loads

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Page 1: Pipe Span Without Point Loads

document.xls

HORIZONTAL PIPE SPAN CALCULATION

PIPE SCHEDULES ACCORDING TO ANSI B36.10

NOMINAL PIPE SIZE 6 mmSCHEDULE STDMATERIAL API 5L ADESIGN TEMPERATURE [0°C 480°C]

CORROSION ALLOWANCE mmBEAM END FIXATION CONTINUOUS

ALLOWABLE BENDING STRESS% OF DESIGN STRENGTH AT MMT

0.0 MPaDEFLECTION LIMIT mmCONTENTS EMPTYCONTENTS DENSITY 0

METAL CLADDING THICKNESS mm

INSULATION NONEINSULATION THICKNESS mmINSULATION DENSITY 0LINING NONELINING THICKNESS mm

LINING DENSITY 0SUPERIMPOSED U.D. LOAD kg/mPIPE OUTSIDE DIAMETER 10.3 mmPIPE WALL THICKNESS 1.73 mmPIPE OD / WALL THICKNESS 6.0

4.450E+02

8.641E+01MODULUS OF ELASTICITY 204000 MPaPIPE WEIGHT 0.004 kN/mCLADDING + INSULATION WEIGHT 0.000 kN/mLINING WEIGHT 0.000 kN/mCONTENTS WEIGHT 0.000 kN/mSUPERIMPOSED LOAD 0.000 kN/mTOTAL WEIGHT 0.004 kN/m

CONTINUOUS SPAN LIMITED BY DEFLECTION

L = 0 m L = 0 m L = 0 m

MAXIMUM BENDING STRESS 0.0 MPa

oC £ TEMP £

kg/m3

kg/m3

kg/m3

MOMENT OF INERTIA# mm4 [# CORRODED SECTION]

SECTION MODULUS# mm3

L

L

L

S.F. = 0.65 S.F. = 0.75

L

L

L

Page 2: Pipe Span Without Point Loads

document.xls

MAXIMUM SPANS DO NOT APPLY WHERE THERE ARE CONCENTRATED LOADS, SUCH AS FLANGES, VALVES, FITTINGS AND SUPPORTED PIPING, BETWEEN SUPPORTS.

Page 3: Pipe Span Without Point Loads

MINIMUM PIPE SPACING ON RACK

PIPE SCHEDULES ACCORDING TO ANSI B36.10

LARGE PIPE FLANGE DESIGNATION ANSI B16.5 150 LBSMALL PIPE FLANGE DESIGNATION ANSI B16.5 150 LBLARGE PIPE NOMINAL SIZE 80 mmSMALL PIPE NOMINAL SIZE 80 mmSMALL PIPE INSULATION THICKNESS 25 mmLARGE PIPE FLANGE O.D. 190 mmSMALL PIPE FLANGE O.D. 190 mmSMALL PIPE O.D. 88.9 mmMINIMUM PIPE SPACING 190 mmLARGE PIPE CLEARANCE 700 mmSMALL PIPE CLEARANCE 700 mm

70

0

80 NB

19

0

80 NB

70

0

2560

0

BUILDING, WALL, COLUMN, OR STRUCTURE

BUILDING, WALL, COLUMN, OR STRUCTURE

LARGE PIPE

SMALL PIPE

Page 4: Pipe Span Without Point Loads

AS 4041 TABLE 3.28.2RECOMMENDED SPACING OF SUPPORTS FOR STEEL PIPE

Nominal Size Recommended spacing, m(see Notes)

DN Water Service Steam, gas, or air service20 2.0 3.025 2.4 3.332 2.7 3.740 3.0 4.050 3.4 4.565 3.7 5.080 3.9 5.1100 4.3 5.2150 5.2 6.5200 6.0 7.5250 7.0 9.0300 8.0 10.0350 8.4 10.6400 8.8 11.2450 9.0 12.0500 10.0 13.0600 12.0 15.0

NOTES:1 Experience has shown these spacings to be satisfactory.2 This Table shows recommended maximum spacing between pipe supports for horizontal straight runs of

3 These spacings do not prevail over calculated spacings and do not apply where there are concentrated loads between supports, such as flanges and valves.4 These spacings are based on a fixed-beam support with a bending stress not exceeding 16 MPa and insulated pipe with the appropiate contents, and the pitch of the line being such that sag of 2.5 mm between supports is incorporated in the design.

pipe at maximum operating temperature of 400oC.

Page 5: Pipe Span Without Point Loads

GUIDE SPACING FOR WIND LOADING

Nominal Size Guide spacing, mDN (see Notes)20 5.525 6.732 6.840 7.050 7.365 7.780 8.2100 8.8150 10.0200 11.3250 12.5300 13.7350 14.3400 15.2450 16.1500 17.0600 18.3

NOTES:1 Guides should be kept about 40 pipe diameters clear of corners or loops.2 Use of pipe guides on hot lines must be investigated to assure that no higher forces or stresses are transmitted to the piping system due to the location of the guide.3 For calculation of wind loads on pipes refer to AS/NZS 1170.2.

Page 6: Pipe Span Without Point Loads

NOMINAL SIZE: 6 mm PIPE NOMINAL WALL THICKNESS (ANSI B36.10)SCHEDULE: STDMATERIAL: API 5L A NOMINAL SIZE OUTSIDE PIPE SCHEDULES ACCORDING TO ANSI B36.10

DN NPS DIAM. 10 20 30 STD 40

OUTSIDE DIAMETER: 10.3 mm [mm] (inch) [mm] [mm] [mm] [mm] [mm] [mm]

WALL THICKNESS: 1.73 mm 6 1/8 10.3 - - - 1.73 1.73

8 1/4 13.7 - - - 2.24 2.24

DESIGN TEMPERATURE: 0 10 3/8 17.1 - - - 2.31 2.31MAX. BENDING STRESS: 0.0 MPa 15 1/2 21.3 - - - 2.77 2.77

MODULUS OF ELASTICITY: 204,000 MPa 20 3/4 26.7 - - - 2.87 2.87MAXIMUM DEFLECTION: 0 mm 25 1 33.4 - - - 3.38 3.38

32 1 1/4 42.2 - - - 3.56 3.56PIPE WEIGHT: 0.004 kN/m 40 1 1/2 48.3 - - - 3.68 3.68

50 2 60.3 - - - 3.91 3.91CLADDING THICKNESS: 0 mm 65 2 1/2 73.0 - - - 5.16 5.16

CLADDING DENSITY: 7850 80 3 88.9 - - - 5.49 5.49CLADDING WEIGHT: 0.000 kN/m 90 3 1/2 101.6 - - - 5.74 5.74

100 4 114.3 - - - 6.02 6.02INSULATION THICKNESS: 0 mm 125 5 141.3 - - - 6.55 6.55

INSULATION DENSITY: 0 150 6 168.3 - - - 7.11 7.11INSULATION WEIGHT: 0.000 kN/m 200 8 219.1 - 6.35 7.04 8.18 8.18

250 10 273.1 - 6.35 7.80 9.27 9.27

LINING THICKNESS: 0 mm 300 12 323.9 - 6.35 8.38 9.53 10.31

LINING DENSITY: 0 350 14 355.6 6.35 7.92 9.53 9.53 11.13

LINING WEIGHT: 0.000 kN/m 400 16 406.4 6.35 7.92 9.53 9.53 12.70

450 18 457.0 6.35 7.92 11.13 9.53 14.27

CONTENTS DENSITY: 0 500 20 508.0 6.35 9.53 12.70 9.53 15.09CONTENTS WEIGHT: 0.000 kN/m 550 22 559.0 6.35 9.53 12.70 9.53 -

600 24 610.0 6.35 9.53 14.27 9.53 17.48SUPERIMPOSED LOAD: 0 kg/m 650 26 660.0 7.92 12.70 - 9.53 -

: 0.00 kN/m 700 28 711.0 7.92 12.70 15.88 9.53 -

750 30 762.0 7.92 12.70 15.88 9.53 -CORROSION ALLOWANCE: 0 mm 800 32 813.0 7.92 12.70 15.88 9.53 17.48

850 34 864.0 7.92 12.70 15.88 9.53 17.48

oC

kg/m3

kg/m3

kg/m3

kg/m3

Page 7: Pipe Span Without Point Loads

MOMENT OF INERTIA: 4.450E+02 900 36 914.0 7.92 12.70 15.88 9.53 19.05

MODULUS OF SECTION: 8.641E+01 1050 42 1067.0 - - - 9.53 -

MAX SPAN (STRESS): 0 mm 6 1/8 10.3 - - - 1.73 1.73MAX SPAN (DEFLECTION): 0 mm

MAX SPAN: 0 mm DESIGN TEMPERATURE: 0 TEMP. D.S.0 138.0

MAX SPAN: 0.0 m DESIIGN STRENGTH: 138.0 MPa 50 138.065% MAX SPAN: 0.0 m

75% MAX SPAN: 0.0 m DESIIGN TENSILE STRENGTH (MPa)

(MAX)

STRESS @ MAX SPAN = 0.0 MPa 0 50 100 150 200 250 DEFLECTION @ MAX SPAN = 0.0 mm API 5L A 110 138 138 125 122 118 113

ASTM A53 A 110 138 138 125 122 118 113ASTM A106 A 110 138 138 125 122 118 113API 5L B 138 161 161 146 142 138 132ASTM A53 B 138 161 161 146 142 138 132ASTM A106 B 138 161 161 146 142 138 132ASTM A106 C 161 184 184 166 163 158 151

API 5L A 110 138 138 125 122 118 113

MODULUS OF ELASTICITY: 204,000 MPa

MODULUS OF ELASTICITY (MPa)

0 20 100 200 300 400 480 204,000 203,000 198,000 191,000 185,000 171,000 154,200

BEAM END FIXATION CONSTANTS

STRESS DEFL'N

mm4

mm3

oC

fh

TEMPERATURE (oC)

Page 8: Pipe Span Without Point Loads

FREE 8 76.8FIXED 12 384CONTINUOUS 10 101.1

CONTINUOUS 10 101.1

CONTENTS

DENSITYEMPTY 0AIR 0GAS 0STEAM 0WATER 1000SLURRY 1400SEAWATER 1025DIESEL FUEL OIL 950CRUDE OIL 1200

EMPTY 0

INSULATION

DENSITYNONE 0CALCIUM SILICATE 200FOAM GLASS 150CELLULAR GLASS 150FIBERTEX 450 80FIBRE GLASS 60POLYURETHANE 40POLYSTYRENE 30

Page 9: Pipe Span Without Point Loads

NONE 0

LINING

DENSITYNONE 0CEMENT 2200NATURAL RUBBER 920EPDM 860NEOPRENE 1230PTFE 2250POLYPROPYLENE 950BASALT 3000

NONE 0

Page 10: Pipe Span Without Point Loads

PIPE SCHEDULES ACCORDING TO ANSI B36.10

60 XS 80 100 120 140 160 XXS PIPE SCHEDULES (ANSI B36.10)[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm]

- 2.41 2.41 - - - - - 6 STD 40 XS 80

- 3.02 3.02 - - - - - 8 STD 40 XS 80

- 3.20 3.20 - - - - - 10 STD 40 XS 80

- 3.73 3.73 - - - 4.78 7.47 15 STD 40 XS 80 160 XXS

- 3.91 3.91 - - - 5.56 7.82 20 STD 40 XS 80 160 XXS

- 4.55 4.55 - - - 6.35 9.09 25 STD 40 XS 80 160 XXS

- 4.85 4.85 - - - 6.35 9.70 32 STD 40 XS 80 160 XXS

- 5.08 5.08 - - - 7.14 10.15 40 STD 40 XS 80 160 XXS

- 5.54 5.54 - - - 8.74 11.07 50 STD 40 XS 80 160 XXS

- 7.01 7.01 - - - 9.53 14.02 65 STD 40 XS 80 160 XXS

- 7.62 7.62 - - - 11.13 15.24 80 STD 40 XS 80 160 XXS

- 8.08 8.08 - - - - - 90 STD 40 XS 80

- 8.56 8.56 - 11.13 - 13.49 17.12 100 STD 40 XS 80 120 160

- 9.53 9.53 - 12.70 - 15.88 19.05 125 STD 40 XS 80 120 160

- 10.97 10.97 - 14.27 - 18.26 21.95 150 STD 40 XS 80 120 160

10.31 12.70 12.70 15.09 18.26 20.62 23.01 22.23 200 20 30 STD 40 60 XS

12.70 12.70 15.09 18.26 21.44 25.40 28.58 25.40 250 20 30 STD 40 60 XS

14.27 12.70 17.48 21.44 25.40 28.58 33.32 25.40 300 20 30 STD 40 60 XS

15.09 12.70 19.05 23.83 27.79 31.75 35.71 - 350 10 20 30 STD 40 60

16.66 12.70 21.44 26.19 30.96 36.53 40.49 - 400 10 20 30 STD 40 60

19.05 12.70 23.83 29.36 34.93 39.67 45.24 - 450 10 20 30 STD 40 60

20.62 12.70 26.19 32.54 38.10 44.45 50.01 - 500 10 20 30 STD 40 60

22.23 12.70 28.58 34.93 41.28 47.63 53.98 - 550 10 20 30 STD 60 XS

24.61 12.70 30.96 38.89 46.02 52.37 59.54 - 600 10 20 30 STD 40 60

- 12.70 - - - - - - 650 10 20 STD XS

- 12.70 - - - - - - 700 10 20 30 STD XS

- 12.70 - - - - - - 750 10 20 30 STD XS

- 12.70 - - - - - - 800 10 20 30 STD 40 XS

- 12.70 - - - - - - 850 10 20 30 STD 40 XS

Page 11: Pipe Span Without Point Loads

- 12.70 - - - - - - 900 10 20 30 STD 40 XS

- 12.70 - - - - - - 1050 STD XS

- 2.41 2.41 - - - - - 6 STD 40 XS 80

DESIIGN TENSILE STRENGTH (MPa)

300 350 400 410 420 430 440 450 460 470 480 108 101 73 70 66 63 59 56 53 49 46108 101 73 70 66 63 59 56 53 49 46108 101 73 70 66 63 59 56 53 49 46125 118 89 84 78 73 68 62 56 49 42125 118 89 84 78 73 68 62 56 49 42125 118 89 84 78 73 68 62 56 49 42144 135 101 94 87 81 74 67 61 54 48

108 101 73 70 66 63 59 56 53 49 46

TEMPERATURE (oC)

Page 12: Pipe Span Without Point Loads

PIPE SPACING

NOM SIZE PIPE OD AS 2129 TABLE A AS 2129 TABLE D AS 2129 TABLE EDN

(mm) (mm) (mm) (mm) (mm)15 21.3 95 95 9520 26.7 100 100 100

25 33.4 115 115 11532 42.2 120 120 12040 48.3 135 135 13550 60.3 150 150 15065 73.0 165 165 16580 88.9 185 185 18590 101.6 205 205 205

100 114.3 215 215 215

125 141.3 255 255 255150 168.3 280 280 280

XXS 200 219.1 335 335 335XXS 250 273.1 405 405 405

XXS 300 323.9 455 455 45580 100 120 140 160 XXS 350 355.6 525 525 52580 100 120 140 160 XXS 400 406.4 580 580 580

80 100 120 140 160 XXS 450 457.0 640 640 640

XS 80 100 120 140 160 500 508.0 705 705 705

XS 80 100 120 140 160 550 559.0 760 760 760

XS 80 100 120 140 160 600 610.0 825 825 825

XS 80 100 120 140 160

80 100 120 140 160 88.9XS 80 100 120 140 160

Page 13: Pipe Span Without Point Loads
Page 14: Pipe Span Without Point Loads

AS 2129 TABLE F AS 2129 TABLE H AS 2129 TABLE J AS 2129 TABLE K AS 2129 TABLE R AS 2129 TABLE S AS 2129 TABLE T ANSI B16.5 150 LB

(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm)95 115 115 115 115 125 140 90

100 115 115 115 115 125 140 100

120 120 120 125 125 140 145 110135 135 135 135 135 145 160 115140 140 140 150 150 160 170 125165 165 165 165 165 170 185 150185 185 185 185 185 185 205 180205 205 205 205 205 205 235 190215 215 215 230 230 235 265 215230 230 230 240 240 250 285 230

280 280 280 280 280 285 325 255305 305 305 305 305 325 375 280370 370 370 370 370 415 475 345430 430 430 430 430 485 560 405

490 490 490 490 510 580 655 485550 550 550 570 585 650 535610 610 610 630 640 745 595

675 675 675 720 735 635

735 735 735 785 805 700

785 785 785 870 895

850 850 850 610 815

Page 15: Pipe Span Without Point Loads

ANSI B16.5 300 LB ANSI B16.5 600 LB ANSI B16.5 900 LB ANSI B16.5 1500 LB NOM SIZE ANSI B16.5 150 LB ANSI B16.5 150 LBDN

(mm) (mm) (mm) (mm) (mm)95 95 120 120 15 90 90

115 115 130 130 20 100 100

125 125 150 150 25 110 110135 135 160 160 32 115 115155 155 180 180 40 125 125165 165 215 215 50 150 150190 190 245 245 65 180 180210 210 240 265 80 190 190230 230 90 215 215255 275 290 310 100 230 230

280 330 350 375 125 255 255320 355 380 395 150 280 280380 420 470 485 200 345 345445 510 545 585 250 405 405

520 560 610 675 300 485 485585 605 640 750 350 535 535650 685 705 825 400 595 595

710 745 785 915 450 635 635

775 815 855 985 500 700 700

550

915 940 1040 1170 600 815 815

190 190

Page 16: Pipe Span Without Point Loads

NOM SIZE PIPE OD AS 2129 TABLE A AS 2129 TABLE D AS 2129 TABLE E AS 2129 TABLE F AS 2129 TABLE H AS 2129 TABLE J

15 21.3 15 15 15 15 15 1520 26.7 20 20 20 20 20 20

25 33.4 25 25 25 25 25 2532 42.2 32 32 32 32 32 3240 48.3 40 40 40 40 40 4050 60.3 50 50 50 50 50 5065 73.0 65 65 65 65 65 6580 88.9 80 80 80 80 80 8090 101.6 90 90 90 90 90 90

100 114.3 100 100 100 100 100 100

125 141.3 125 125 125 125 125 125150 168.3 150 150 150 150 150 150200 219.1 200 200 200 200 200 200250 273.1 250 250 250 250 250 250

300 323.9 300 300 300 300 300 300350 355.6 350 350 350 350 350 350400 406.4 400 400 400 400 400 400

450 457.0 450 450 450 450 450 450

500 508.0 500 500 500 500 500 500

550 559.0 550 550 550 550 550 550

600 610.0 600 600 600 600 600 600

Page 17: Pipe Span Without Point Loads

AS 2129 TABLE K AS 2129 TABLE R AS 2129 TABLE S AS 2129 TABLE T ANSI B16.5 150 LB ANSI B16.5 300 LB ANSI B16.5 600 LB ANSI B16.5 900 LB

15 15 15 15 15 15 15 1520 20 20 20 20 20 20 20

25 25 25 25 25 25 25 2532 32 32 32 32 32 32 3240 40 40 40 40 40 40 4050 50 50 50 50 50 50 5065 65 65 65 65 65 65 6580 80 80 80 80 80 80 8090 90 90 90 90 90 90 100

100 100 100 100 100 100 100 125

125 125 125 125 125 125 125 150150 150 150 150 150 150 150 200200 200 200 200 200 200 200 250250 250 250 250 250 250 250 300

300 300 300 300 300 300 300 350350 350 350 350 350 350 400400 400 400 400 400 400 450

450 450 450 450 450 500

500 500 500 500 500 600

550 550 600 600 600

600

Page 18: Pipe Span Without Point Loads

ANSI B16.5 1500 LB ANSI B16.5 150 LB ANSI B16.5 150 LB

15 15 1520 20 20

25 25 2532 32 3240 40 4050 50 5065 65 6580 80 80

100 90 90125 100 100

150 125 125200 150 150250 200 200300 250 250

350 300 300400 350 350450 400 400

500 450 450

600 500 500

600 600