ASME B 36.10 M Pipe standred.pdf

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COPYRIGHT American Society of Mechanical Engineers Licensed by Information Handling Services

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The American Society

of

Mechanical

Enlineen

A N

A M E R I C A N

N A T I O N A L

S T A N D A R D

WELDED AND SEAMLESS

WROUGHT

STEEL PIPE

(3)

Date of Issuance: March 15, 2001

This Standard will be revised when the Society approves the

issuance of

a

new edition. There will be no addenda or written interpretations of the

requirements of this Standard issued to this edition.

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This code o r standard was developed under procedures accredited as meeting the criteria for American National Standards. The Consensus Committee that approved the code or standard was balanced t o assure that individuals from competent and concerned interests have had an opportunity to participate. The proposed code or standard was made available for public review and comment that provides an opportunity for additional public input from industry, academia, regulatory agencies, and the public-at-large.

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Copyright O 2001 by

Printed in U.S.A.

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S T D - A S M E

B 3 b - L O M - E N G L

2000

m

0 7 5 7 b 7 0

Ob21734

785 M

In

March

1927,

the American

Standards Association authorized the organization of a

Sectional Committee on Standardization of Dimensions and Material of

Wrought Steel and

Wrought Iron Pipe and Tubing for the purpose of unifying the standards of these commodities

in force in this country. The American Society for Testing and Materials and The American

Society of Mechanical Engineers were designated

as sponsors, and the first meeting of the

Sectional Committee was held

in Pittsburgh, Pennsylvania, on May

18,

1928.

The dimensions of commercial pipe

in general use

in the United

States at the time

conformed rather generally to those recommended

by the

ASME Committee on Standard

Pipe and Pipe

Threads published

in

1886

(ASME Transactions, Vol. VIII, p.

29).

On these

standards an enormous industry has

been built and the

satisfactory use of

this product

proves the soundness of the

original design and specification.

Increasingly severe service demands at the time of the

Committee’s organization had

been met by

using the nearest

available pipe

or

tubing for heavier sections such as casing,

mechanical tubing,

etc., with resulting uneconomical multiplicity

of wall thicknesses.

Subsequently, the Committee, with the cooperation

of the industry, made a survey of

existing practice as the logical starting point

for the development of an American

Standard.

From this

survey, a table was designed to provide a selection of wall

thicknesses of pipe

to cover the power piping requirements of industry where strength to resist internal pressure

governs selection

and was

later expanded to include pipe

diameters and thicknesses used

in other industries.

The original intent

of

the

Committee was to establish

a

system of Schedule Numbers

for pipe size/wall thickness combinations which would have an approximately uniform

relationship equal to

loo0

times the

P/S

expression contained in the modified Barlow

formula for pipe wall thickness

as defined

in the Appendix to this

standard. The resulting

Numbers departed

so

far from existing wall thicknesses in common use that the original

intent could not be accomplished. The Schedule Numbers were then

adopted strictly as a

convenient designation system for

use

in ordering.

In all

cases, the designer must base his selection

on the rules and allowable stresses set

by the code which governs his particular

construction. The table is dimensionally complete

for all sizes and wall thicknesses within its

scope, but some of the

larger, heavier wall

sections are beyond the capability

of seamless mill production and must be obtained from

forged and bored billets

or

other sources.

The first issue of this

standard was given with the

designation American Standard

“tentative” by the American

Standards Association in November 1935. Subsequent slight

revisions to

Table 1 and the

footnotes of the dimensional

tables were approved and

the

ASA changed the designation

to American

Standard; the date of ASA

approval was April

28, 1939.

Further revisions were made

by the Sectional

Committee. The list of specifications in

Table

1 was revised where necessary

and slight revisions

in wall thicknesses of some of

the large

sizes of the heavy schedules were made where

P/S

values were out

of line.

It

was the hope

in

1939 that the designation

of

pipe used

commercially by all industry

as Standard weight, Extra-Strong, and Double Extra-Strong would

gradually be replaced by

(5)

demand and production of pipe to these traditional dimensions is undiminished. Consequently,

in response to

a demand from users, accepted practice

for dimensions and weights of

commercial wrought steel and welded wrought iron pipe were added. These changes were

designated an American Standard on February 23, 1950.

Subcommittee No. 1 was reorganized in 1957. In addition to necessary editorial changes,

a simplified format was selected for the tables of weights and dimensions so as to include

and identify the

sizes and weights

of API

Standards

5L

and

5LX.

These changes to the

standard were approved and it was designated an American Standard on December 21, 1959.

The standard was revised

in

1969. A uniform method to

calculate the plain end weight

of steel

pipe

was included, and minor adjustments were made

in the tabulated weights of

steel pipe in Table

2 to conform to this

new method. Additional

sizes and thicknesses of

steel pipe that had come into common

use were also added to Table 2. Inasmuch as API

Standard 5L no longer included wrought iron pipe, reference to this API Standard was

deleted from Table

3. These changes to the standard were approved and it was designated

an American National Standard on February

3, 1970.

Further revisions were made to the standard

in

1975. Additional

sizes and thicknesses

of steel pipe that had been added to API specifications were added to

Table

2. Table 3,

Dimensions and Weights of Welded Wrought Iron Pipe,

was deleted

in its entirety, since

wrought iron pipe is no longer produced. These changes

in the standard were approved

and it was designated

an American National Standard on June

5 , 1975.

The standard was revised

in 1978 to include

SI metric dimensions. The outside diameter

and wall thicknesses were converted to millimeters

by multiplying the inch dimensions

by

25.4. Outside diameters larger than

16 in. were rounded to the nearest millimeter, and

outside diameters 16 in. and smaller were rounded to the nearest

0.1 mm. Wall thicknesses

were rounded to the nearest 0.01 mm. These converted and rounded

SI metric dimensions

were added to Table 2.

A

formula to calculate the

SI metric plain end mass,

in kilograms

per meter, using

SI

metric diameters and thicknesses was added to section

5. The

SI metric

plain end mass was calculated and

was added to

Table 2. These changes in the standard

were approved and it was designated an American National Standard on July 18, 1979.

Further revisions were made

in 1984. The ANSI designations, which are no longer

in

use, were deleted from

Table 1, and the list

of specifications was revised to

agree with

current ASTM and API specifications. Additional sizes and thicknesses which had been

added to API specifications were added to

Table

2. That edition was approved

as an

American National Standard on August 19, 1985.

The next edition included additional wall thicknesses and

was approved by the American

National Standards Institute

on August 24, 1995.

The 1996 edition contained revisions to Table

2, adding pipe sizes, changing some plain

end weights and masses, identifying metric pipe

by the dimensionless designator DN, and

eliminating the API Specification column. The

1996 edition was approved as

an American

National Standard on September

23, 1996.

The current edition contains revisions to

Table 2 to include the revised density for steel

incorporated into Section

5 previously. Table 1 was deleted and other editorial changes to

Sections 1,

2,

3,

5 , 8, and

9 were made. This edition was approved as an American National

Standard on December

I,

2000.

iv

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ASME STANDARDS COMMITTEE

B32

Metal and Metal

Alloy

Wrought Mill Product Nominal

Sizes

(The following is the roster of the Committea at the time of approval of this Standard.)

OFFICERS

J. A. Gruber, Ph.D., Chair

S. D. Weinman, Secretary

COMMITTEE PERSONNEL

F. M. Christensen, F. M. Christensen Metallurgical Consultant, Inc.

A. Cohen, Arthur Cohen & Associates J. A. Gruber, Ph.D., Wheatland Tube Co.

W.

N.

Hotliday,

L W

Steel Co.

L. T. Ingels, American Gas Association, Inc. K. O. Kverneland, Kok Metric Co.

A. R. Machell, Jr.

P. Pollak, Aluminum Association, Inc.

(7)

Foreword

...

iii

Standards Committee Roster

...

v

scope ...

1 Size

...

1 Materials

...

1 Wall Thickness

...

1 Weights

...

1 Permissible Variations

...

1 Pipe

Threads

...

1 Wall Thickness Designations

...

2 Wall Thickness Selection

...

2 Table

1 Dimensions and Weights of Welded

and

Seamless Wrought Steel Pipe

...

3

vii

(8)

WELDED AND SEAMLESS WROUGHT STEEL PIPE

1 SCOPE

This Standard covers the

standardization of dimen-

sions of welded and seamless wrought steel pipe

for

high or low temperatures and

pressures.

The word

pipe

is used

as distinguished from rube

to apply to

tubular products of dimensions commonly

used for pipeline and piping

systems. Pipe NPS 12

(DN 300) and smaller have

outside diameters numeri-

cally larger than their corresponding sizes. In contrast,

the outside diameters of tubes are numerically identical

to the

size number for all sizes.

2 SIZE

The size of all pipe is identified by the nominal

pipe size.

The manufacture

of pipe NPS (DN

6) to NPS

12 (DN 300) inclusive is based on

a standardized

outside diameter (OD). This OD was originally selected

so that pipe with

a standard OD and having

a wall

thickness that was typical of

the period would have

an inside diameter

(ID) approximately equal

to the

nominal size. Although there is no such relation between

the existing standard thickness

-

OD and nominal

size

-

these nominal sizes and standard ODs continue

in

use

as "standard."

The manufacture

of pipe NPS 14 (DN

350)

and

larger proceeds on the basis

of an OD corresponding

to the nominal

size.

The nominal plain end weight,

in

pounds per

foot,

is calculated using the following formula:

W $

= 10.69(0

-

t)t

where

Wpe

= nominal plain end weight rounded to the

nearest 0.01 lb/ft

D

= outside diameter to the nearest 0.001 in. (the

symbol

D

is

to

be used

for OD only

in

mathematical equations

or formulas)

t

= specified wall thickness rounded to the near-

est 0.001 in.

The nominal plain end mass, in kilograms per meter,

is calculated using the following formula:

Wpr

=

0.0246615(0

-

t ) t

where

Wpe =

nominal plain end weight rounded to

the

nearest 0.01 kg/ m

D

= outside diameter to the

nearest 0.1 mm

for

outside diameters that are 16 in. (406.4 mm)

and smaller and

to the nearest 1.0 mm for

outside diameters larger than 16

in.

(406.4

mm) (the symbol D is to be used

for OD

only

in mathematical equations or formulas)

t

= specified wall thickness rounded to the near-

est 0.01 mm

3 MATERIALS

6 PERMISSIBLE VARIATIONS

The dimensional

standards for pipe described here Variations

in

dimensions differ depending upon the

are for products covered

in ASTM specifications.

method of manufacture employed

in

making the pipe

to the various specifications available. Permissible varia-

tions for dimensions are indicated

in

each specification.

4 WALL THICKNESS

The nominal wall

thicknesses are given

in Table 1.

7 PIPE T I - " X

Unless otherwise

specified, the threads of threaded

pipe shall conform

to

ANSI/ASME

B

1.20.1, Pipe

Threads, General Purpose

(Inch).

The nominal weights

of steel pipe

are calculated

Schedules 5 and 10 wall thicknesses

do

not permit

5 WEIGHTS

(9)

S T D - A S M E

B3b.LO"ENGL

2000

ASME B36.1OM-2000

8 WALL THICKNESS DESIGNATIONS

The wall

thickness designations Standard, Extra-

Strong, and Double Extra-Strong have been commer-

cially used designations for many years. As explained in

the Foreword, the Schedule Numbers were subsequently

added as a convenient designation for use in ordering

pipe. Standard and Schedule 40 are identical for up to

NPS 10 (DN 250) inclusive. All larger sizes of Standard

have

in. (9.53 mm) wall

thicknesses. Extra-Strong

and Schedule

80 are identical for up to NPS

8 (DN

200)

inclusive. All larger sizes of Extra-Strong have

'/2

in.

(12.70

mm) wall

thicknesses.

Pipe of sizes and wall

thicknesses other than those

of Standard, Extra-Strong, and Double

Extra-Strong,

and Schedule Number were adopted from

API Specifi-

0757b70

Ob21737 2b7

W

WELDED AND SEAMLESS WROUGHT

STEEL

PIPE

cation 5L. It was not considered practical

to

establish

Schedule Numbers or new designations for them.

9 WALL THICKNESS SELECTION

When the selection of wall thickness depends primar-

ily

upon capacity to resist internal pressure under given

conditions, the designer shall compute the

exact value

of wall thickness suitable for conditions for which the

pipe is

required, as prescribed

in

detail in the ASME

Boiler and Pressure Vessel Code,

ASME

B31 Code

for Pressure Piping, or other similar codes, whichever

governs the construction. A thickness shall be selected

from Table 1 to suit the value computed to fulfill the

conditions for which

the

pipe

is

desired.

2

(10)

WELDED AND SEAMLESS WROUGHT STEEL PIPE ASME B36.10M-2000

TABLE 1 DIMENSIONS AND WEIGHTS OF

WELDED AND SEAMLESS WROUGHT STEEL PIPE

Customary Units Identification

[Standard ISTD), SI Units

Outside Wall Plain End Extra-Strong [XS), Outside Wall Plain End

NPS Diameter, Thickness, Weight, or Double Extra Schedule DN Diameter, Thickness, Mass,

[Note (I)] in. in. lblft Strong (XXS)] No. [Note (211 mm mm _kglm

0.405 0.405 0.405 0.405 0.540 0.540 0.540 0.540 0.675 0.675 0.675 0.675 0.840 0.840 0.840 0.840 0.840 0.840 0.840 1 .O50 1 .O50 1 .O50 1 .O50 1 .O50 1 .O50 1 .O50 1.315 1.315 1.31 5 1.315 1.315 1.31 5 1.31 5 1.660 1.660 1.660 1.660 1.660 1.660 1.660 0.049 0.057 0.068 0.095 0.065 0.073 0.088 0.1 19 0.065 0.073 0.091 0.1 26 0.065 0.083 0.095 0.109 0.147 0.1 88 0.294 0.065 0.083 0.095 0.1 13 0.1 54 0.219 0.308 0.065 0.109 0.114 0.133 0.179 0.250 0.358 0.065 0.109 0.117 0.140 0.191 0.250 0.382 0.1 9 0.21 0.24 0.31 0.33 0.36 0.43 0.54 0.42 0.47 0.57 0.74 0.54 0.67 0.76 0.85 1 .o9 1.31 1.72 0.69 0.86 0.97 1.13 1.48 1.95 2.44 0.87 1.41 1.46 1.68 2.17 2.85 3.66 1.11 1.81 1.93 2.27 3.00 3.77 5.22

...

. . .

STD

xs

. . .

STD

xs

. . .

STD

xs

. . .

STD

xs

xxs

* . .

. . .

STD

xs

xxs

. . .

...

STD

xs

xxs

...

. . .

STD

xs

xxs

. . .

10 30 40 80 10 30 40 80 10 30 40 80 5 10 30 40 80 160

. . .

5 10 30 40 80 160

...

5 10 30 40 80 160

. . .

5 10 30 40 80 160

. . .

...

. . .

...

. . .

10 10 10 10 15 15 15 15 15 15 15 20 20 20 20 20 20 20 25 25 25 25 25 25 25 32 32 32 32 32 32 32 10.3 10.3 10.3 10.3 13.7 13.7 13.7 13.7 17.1 17.1 17.1 17.1 21.3 21.3 21.3 21.3 21.3 21.3 21.3 26.7 26.7 26.7 26.7 26.7 26.7 26.7 33.4 33.4 33.4 33.4 33.4 33.4 33.4 42.2 42.2 42.2 42.2 42.2 42.2 42.2 1.24 1.45 1.73 2.41 1.65 1.85 2.24 3.02 1.65 1.85 2.31 3.20 1.65 2.1 1 2.41 2.77 3.73 4.78 7.47 1.65 2.1 1 2.41 2.87 3.91 5.56 7.82 1.65 2.77 2.90 3.38 4.55 6.35 9.09 1.65 2.77 2.97 3.56 4.85 6.35 9.70 0.28 0.32 0.37 0.47 0.49 0.54 0.63 0.80 0.63 0.70 0.84 1.10 0.80 1 .o0 1.12 1.27 1.62 1.95 2.55 1 .O3 1.28 1.44 1.69 2.20 2.90 3.64 1.29 2.09 2.18 2.50 3.24 4.24 5.45 1.65 2.69 2.87 3.39 4.47 5.61 7.77

(11)

ASME B36.10M-2000 WELDED AND SEAMLESS WROUGHT STEEL PIPE

TABLE

1 DIMENSIONS AND WEIGHTS

OF

WELDED AND SEAMLESS WROUGHT STEEL PIPE (CONT’D)

Customary Units _{[Standard (STD),}Identification SI Units

Outside Wall Plain End Extra-Strong (XS), Outside Wall Plain End

NPS Diameter, Thickness, Weight, or Double Extra Schedule DN Diameter, Thickness, Mass, [Note 1111 in. In. l b i t Strona 1XXS)I No. [Note (2)l mm mm kglm

1 .goo 1 .goo 1.900 1 .goo 1 .goo 1 .goo 1 .goo 2.375 2.375 2.375 2.375 2.375 2.375 2.375 2.375 2.375 2.375 2.375 2.375 2.375 2.875 2.875 2.875 2.875 2.875 2.875 2.875 2.875 2.875 2.875 2.875 2.875 2.875 2.875 3.500 3.500 3.500 3.500 3.500 3.500 3.500 3.500 3.500 0.065 0.109 0.125 0.145 0.200 0.281 0.400 0.065 0.083 0.109 0.1 25 0.141 0.1 54 0.172 0.188 0.218 0.250 0.281 0.344 0.436 0.083 0.109 0.120 O. 125 O. 141 0.156 0.172 0.188 0.203 0.216 0.250 0.276 0.375 0.552 0.083 0.1 o9 0.1 20 0.1 25 0.141 0.1 56 0.172 0.1 88 0.216 1.28 2.09 2.37 2.72 3.63 4.86 6.41 1.61 2.03 2.64 3.01 3.37 3.66 4.05 4.40 5.03 5.68 6.29 7.47 9.04 2.48 3.22 3.53 3.67 4.1 2 4.53 4.97 5.40 5.80 6.14 7.02 7.67 10.02 13.71 3.03 3.95 4.34 4.51 5.06 5.58 6.1 2 6.66 7.58

...

. . .

STD

xs

xxs

...

. . .

STD

. . .

xs

...

xxs

...

. . .

...

STD

. . .

xs

. . .

xxs

. . .

...

. . .

STD

4

5 10 30 40 80 160

. . .

5 10 30

. . .

40

. . .

80

. . .

160

. . .

5 10

...

. . .

...

. . .

30 40

...

80 160

...

5 10

. . .

30 40 40 40 40 40 40 40 40 50 50 50 50 50 50 50 50 50 50 50 50 50 65 65 65 65 65 65 65 65 65 65 65 65 65 65 80 80 80

ao

80 80 80 80

ao

48.3 48.3 48.3 48.3 48.3 48.3 48.3 60.3 60.3 60.3 60.3 60.3 60.3 60.3 60.3 60.3 60.3 60.3 60.3 60.3 73.0 73.0 73.0 73.0 73.0 73.0 73.0 73.0 73.0 73.0 73.0 73.0 73.0 73.0 88.9 88.9 88.9 88.9 88.9 88.9 88.9 88.9 88.9 1.65 2.77 3.18 3.68 5.08 7.14 10.15 1.65 2.1 1 2.77 3.18 3.58 3.91 4.37 4.78 5.54 6.35 7.14 8.74 11 .O7 2.1 1 2.77 3.05 3.18 3.58 3.96 4.37 4.78 5.16 5.49 6.35 7.01 9.53 14.02 2.11 2.77 3.05 3.18 3.58 3.96 4.37 4.78 5.49 1.90 3.1 1 3.53 4.05 5.41 7.25 9.55 2.39 3.03 3.93 4.48 5.01 5.44 6.03 6.54 7.48 8.45 9.36 11.1 1 13.44 3.69 4.80 5.26 5.48 6.1 3 6.74 7.40 8.04 8.63 9.14 10.44 11.41 14.92 20.39 4.52 5.88 6.46 6.72 7.53 8.30 9.1 1 9.92 11.29

(12)

WELDED AND SEAMLESS WROUGHT STEEL PIPE ASME

B36.10M-2000

TABLE 1 DIMENSIONS AND WEIGHTS OF

WELDED AND SEAMLESS WROUGHT STEEL PIPE (CONT'D)

Customary Units _{[Standard (STDL}Identification SI Units

Outside Wall Plain End Extra-Strong (XS), Outside Wall Plain End

NPS Diameter, Thickness, Weight, or Double Extra Schedule DN Diameter, Thickness, Mass,

[Note (1

II

in.

In.

lblft Strong [XXSll

No.

[Note (211 mm mm kglm

3.500

4.000

4.500

5.563

0.250

0.281

0.300

0.438

0.600

0.083 o.

1

o9

o.

120

0.125

0.141

0.156

0.172 O. 188

0.226

0.250

0.281

0.318

0.083

0.109

0.120

0.1

25

0.141

0.156 O. 172

O. 188

0.203

0.219

0.237

0.250

0.281

0.312

0.337

0.438

0.531

0.674

0.083

0.109

O.

125

0.134 0.1 56

0.1 88

0.219

0.258

8.69

9.67

10.26

14.34

18.60

3.48

4.53

4.98

5.18

5.82

6.41

7.04

7.66

9.1

2

10.02

11.17

12.52

3.92

5.1

2

5.62

5.85

6.57

7.24

7.96

8.67

9.32

10.02

10.80

11.36

12.67

13.97

15.00

19.02

22.53

27.57

4.86

6.36

7.27

7.78

9.02

10.80

12.51

14.63 ...

...

xs

xxs

...

. . .

...

. . .

STD

. . .

xs

. . .

...

. . .

STD

. . .

...

. . .

xs

. . .

x x s

. . .

...

. . .

...

STD

...

. . .

80

160 ...

5

10 . . .

...

. . .

30

40 ...

...

80 5

10 ...

. . .

...

30 ...

...

40 ...

...

80

120

160 . . .

. . .

5

10 * . .

. . .

...

. . .

40

80

90

1

O0

1

O0

1

O0

1

O0

1 O0 1 O0 1 O0 1 O0 1

O0

1 O0 1 O0 1

O0

1

O0

1

O0

1 O0 1

O0

1 O0 1

O0

125

125 125

125

88.9

101.6

114.3

1

14.3

1

14.3

1

14.3

1

14.3

114.3

141.3

6.35

7.14

7.62

11.13

15.24

2.1

1

2.77

3.05

3.18

3.58

3.96

4.37

4.78

5.74

6.35

7.14

8.08

2.1 1

2.77

3.05

3.18

3.58

3.96

4.37

4.78

5.1

6

5.56

6.02

6.35

7.14

7.92

8.56

11.13

13.49

17.12

2.1 1

2.77

3.18

3.40

3.96

4.78

5.56

6.55

12.93

14.40

15.27

21.35

27.68

5.18

6.75

7.41

7.72

8.65

9.54

10.48

11.41

13.57

14.92

16.63

18.64

5.84

7.62

8.37

8.71

9.78

10.78

11.85

12.91

13.89

14.91

16.08

16.91

18.87

20.78

22.32

28.32

33.54

41 .O3

7.24

9.46

10.83

1

1.56

13.41

16.09

18.61

21.77

(13)

ASME B36.10M-2000 WELDED AND SEAMLESS WROUGHT STEEL PIPE

TABLE 1 DIMENSIONS AND WEIGHTS OF

WELDED AND SEAMLESS WROUGHT STEEL PIPE (CONT'D)

Identification [Standard (STD), Outside Wall Plain End Extra-Strong (XS),

Customary Units SI Units

Outside Wall Plain End

NPS Diameter, Thickness, Weight, or Double Extra Schedule DN Diameter, Thlickness, Mass,

[Note (1 11 in. in. lblft Strong (XXSH No. [Note (211 mm mm _kglm

5 5.563 0.281 15.87 5 5.563 0.312 17.51

...

5 5.563 0.344 19.19 5 5.563 0.375 20.80

xs

. . .

...

. . .

125 141.3 7.14 23.62

. . .

125 141.3 7.92 26.05

. . .

125 141.3 8.74 28.57 80 125 141.3 9.53 30.97 5 5.563 0.500 27.06

...

120 125 141.3 12.70 40.28 5 5.563 0.625 32.99

. . .

160 125 141.3 15.88 49.12 5 5.563 0.750 38.59

xxs

. . .

125 141.3 19.05 57.43 6 6.625 0.083 5.80

. . .

...

150 168.3 2.1 1 8.65 6 6.625 0.109 7.59

. . .

5 150 168.3 2.77 11.31 6 6.625 0.125 8.69

. . .

150 168.3 3.1 8 12.95 6 6.625 0.134 9.30

. . .

10 150 168.3 3.40 13.83 6 6.625 0.141 9.77

...

. . .

150 168.3 3.58 14.54 6 6.625 0.156 10.79

. . .

1 50 168.3 3.96 16.05 6 6.625 0.172 11.87

...

. . *

150 168.3 4.37 17.67 6 6.625 0.188 12.94

...

. . .

1 50 168.3 4.78 19.28 6 6.625 0.203 13.94

. . .

150 168.3 5.1 6 20.76 6 6.625 0.219 15.00

. . .

150 168.3 5.56 22.31 6 6.625 0.250 17.04

. . .

1 50 168.3 6.35 25.36 6 6.625 0.280 18.99 STD 40 150 168.3 7.1 1 28.26 6 6.625 0.312 21 .O6

. . .

150 168.3 7.92 31.33 6 6.625 0.344 23.10

...

. . .

150 168.3 8.74 34.39 6 6.625 0.375 25.05

...

. . .

150 168.3 9.53 37.31 6 6.625 0.432 28.60

xs

80 150 168.3 10.97 42.56 6 6.625 0.500 32.74

...

. . .

150 168.3 12.70 48.73 6 6.625 0.562 36.43

...

120 150 168.3 14.27 54.21 6 6.625 0.625 40.09

...

150 168.3 15.88 59.69 6 6.625 0.719 45.39

. . .

160 150 168.3 18.26 67.57 6 6.625 0.750 47.10

. . .

150 168.3 19.05 70.12 6 6.625 0.864 53.21

xxs

...

150 168.3 21.95 79.22 6 6.625 0.875 53.78

. . .

150 168.3 22.23 80.08 8 8.625 0.109 9.92 8 8.625 0.1 25 11.36

...

8 8.625 0.148 13.41

. . .

8 8.625 0.1 56 14.12

. . .

5 200 219.1 2.77 14.78

. . .

200 219.1 3.18 16.93 10 200 219.1 3.76 19.97

. . .

200 219.1 3.96 21.01 8 8.625 0.188 16.96

...

. . .

200 219.1 4.78 25.26 8 8.625 0.203 18.28

...

. . .

200 219.1 5.16 27.22 8 8.625 0.219 19.68

...

200 219.1 5.56 29.28 8 8.625 0.250 22:38

...

20 200 219.1 6.35 33.32 8 8.625 0.277 24.72

...

30 200 219.1 7.04 36.82 8 8.625 0.312 27.73

...

200 219.1 7.92 41.25 8 , 8.625 0.322 28.58 STD 40 200 219.1 8.18 42.55 8 8.625 0.344 30.45

. . .

...

200 219.1 8.74 45.34

6

(14)

WELDED AND SEAMLESS WROUGHT STEEL PIPE ASME B36.1OM-2000

TABLE 1 DIMENSIONS AND WEIGHTS OF

WELDED AND SEAMLESS WROUGHT STEEL PIPE (CONT'D)

Customary Units Identification

[Standard (STD), SI Units

Outside Wall Plain End Extra-Strong (XS), Outside Wall Plain End

NPS Diameter, Thickness, Weight, or Double Extra Schedule DN Diameter, Thickness, Mass,

[Note (111 in. in. lblft Strong (XXS)] No. [Note (211 mm mm kglm

8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 8.625 8.625 8.625 8.625 8.625 8.625 8.625 8.625 8.625 8.625 8.625 8.625 8.625 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 10.750 12.750 12.750 12.750 12.750 0.375 0.406 0.438 0.500 0.562 0.594 0.625 0.719 0.750 0.812 0.875 0.906 1 .o00 0.134 0.156 0.165 0.188 0.203 0.219 0.250 0.279 0.307 0.344 0.365 0.438 0.500 0.562 0.594 0.625 0.719 0.812 0.844 0.875 0.938 1 .o00 1.125 1.250 0.1 56 0.1 72 0.180 0.188 33.07 35.67 38.33 43.43 48.44 51

.O0

53.45 60.77 63.14 67.82 72.49 74.76 81.51 15.21 17.67 18.67 21.23 22.89 24.65 28.06 31.23 34.27 38.27 40.52 48.28 54.79 61.21 64.49 67.65 77.10 86.26 89.38 92.37 98.39 104.23 115.75 126.94 2 1 .o0 23.13 24.1 9 25.25

...

xs

. . .

...

. . .

...

. . .

xxs

. . .

...

. . .

* . .

. . .

...

STD

...

xs

...

. . .

xxs

. . .

* . .

. . .

60

. . .

80 1

O0

120

. . .

140

...

160

...

5

...

10

...

20

...

30

...

40

. . .

60

. . .

80

. . .

1 O0 120

. . .

140 160

. . .

5 10

...

. . .

200 200 200 200 200 200 200 200 200 200 200 200 200 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 2 50 2 50 250 250 300 300 300 300 219.1 219.1 219.1 219.1 219.1 219.1 219.1 219.1 219.1 219.1 219.1 219.1 219.1 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 273.0 323.8 323.8 323.8 323.8 9.53 10.31 11.13 12.70 14.27 15.09 15.88 18.26 19.05 20.62 22.23 23.01 25.40 3.40 3.96 4.19 4.78 5.16 5.56 6.35 7.09 7.80 8.74 9.27 11.13 12.70 14.27 15.09 15.88 18.26 20.62 21 -44 22.23 23.83 25.40 28.58 31.75 3.96 4.37 4.57 4.78 49.25 53.09 57.08 64.64 72.08 75.92 79.59 90.44 93.98 100.93 107.93 11 1.27 121.33 22.61 26.27 27.78 31.62 34.08 36.67 41.76 46.49 51.01 56.96 60.29 71.88 81.53 91 .O5 95.98 100.69 114.71 128.34 133.01 137.48 146.43 155.1 O 172.27 188.90 31.24 34.43 35.98 37.61

(15)

**S T D * A S M E**

B 3 b . L O M - E N G L

2000

m

0757b70

Ob21745

5 b 0

ASME 636.10M-2000 WELDED AND SEAMLESS WROUGHT STEEL PIPE

TABLE 1 DIMENSIONS AND WEIGHTS OF

WELDED AND SEAMLESS WROUGHT STEEL PIPE (CONT'D)

Identification [Standard (STD). Extra-Strong (XS). or Double Extra Strong (XXS)I SI Units Customary Units

Outside Wall Plain End Diameter, Thickness, Mass,

mm mm kglm

323.8 5.16 40.55 323.8 5.56 43.64 323.8 6.35 49.71 323.8 7.14 55.76

Outside Wall Plain End NPS Diameter, Thickness, Weight,

[Note (111 in. in. lblft

Schedule DN No. [Note (211 12 12 12 12 12.750 12.750 12.750 12.750 0.203 0.219 0.250 0.281 27.23 29.34 33.41 37.46

...

. . .

300

...

300 20 300

. . .

300

. . .

12.750 12.750 12.750 12.750 0.312 0.330 0.344 0.375 41.48 43.81 45.62 49.61

. . .

300 30 300

. . .

300

. . .

300 323.8 7.92 61.70 323.8 8.38 65.19 323.8 8.74 67.91 323.8 9.53 73.86 12 12 12 12 STD

...

323.8 10.31 79.71 323.8 11.13 85.82 323.8 12.70 97.44 323.8 14.27 108.93 12 12 12 12 12.750 12.750 12.750 12.750 0.406 0.438 0.500 0.562 53.57 57.65 65.48 73.22 40 300

. . .

300

...

300 60 300

. . .

xs

. . .

12 12 12 12 12.750 12.750 12.750 12.750 0.625 0.688 0.750 0.812 81 .O1 88.71 96.21 103.63

. . .

300 80 300

. . .

300

. . .

300 323.8 15.88 120.59 323.8 17.48 132.05 323.8 19.05 143.17 323.8 20.62 154.17

. . .

12 12 12 12 12.750 12.750 12.750 12.750 0.844 0.875 0.938 1 .o00 107.42 111.08 118.44 125.61 1 O0 300 . . . 300

. . .

300 120 300 323.8 21.44 159.87 323.8 22.23 165.33 323.8 23.83 176.29 323.8 25.40 186.92

. . .

xxs

. . .

323.8 26.97 197.43 323.8 28.58 208.08 323.8 31.75 228.68 323.8 33.32 238.69 12 12 12 12 12.750 12.750 12.750 12.750 1 .O62 1.125 1.250 1.31 2 132.69 139.81 153.67 160.42

. . .

300 140 300 * , . 300 160 300

. . .

14 14 14 14 14.000 14.000 14.000 14.000 0.156

O.

188 0.203 0.210 23.09 27.76 29.94 30.96 5 350

. . .

350

...

3 50

...

350 355.6 3.96 34.34 355.6 4.78 41.36 355.6 5.16 44.59 355.6 5.33 46.04

...

. . .

14 14 14 14 14.000 14.000 14.000 14.000 0.219 0.250 0.281 0.312 32.26 36.75 41.21 45.65

...

350 10 350

. . .

350 20 350 355.6 5.56 48.00 355.6 6.35 54.69 355.6 7.14 61.36 355.6 7.92 67.91

. . .

0.344 0.375 0.406 0.438 50.22 54.62 59.00 63.50

. . .

350 30 350

. . .

350 40 350 355.6 8.74 74.76 355.6 9.53 81.33 355.6 10.31 87.79 355.6 11.13 94.55 14 14 14 14 14.000 14.000 14.000 14.000 STD

...

355.6 11.91 100.95 355.6 12.70 107.40 355.6 14.27 120.12 355.6 15.09 126.72 14 14 14 14 14.000 14.000 14.000 14.000 0.469 0.500 0.562 O. 594 67.84 72.16 80.73 85.13

. . .

350

...

350

...

350 60 350

...

xs

. . .

14 14 14 14 14.000 14.000 14.000 14.000 0.625 0.688 0.750 0.812 89.36 97.91 106.23 1 14.48

...

350

. . .

350 80 350

. . .

350 355.6 15.88 133.04 355.6 17.48 145.76 355.6 19.05 158.1 1 355.6 20.62 170.34

. . .

8

(16)

WELDED AND SEAMLESS WROUGHT STEEL PIPE ASME B36.10M-2000

TABLE 1 DIMENSIONS AND WEIGHTS

OF

WELDED AND SEAMLESS WROUGHT STEEL PIPE (CONT'DI

Identification [Standard (STDI, Extra-Strong (XS), or Double Extra Strong (XXS)] SI Units Customary Units

Outside Wall Plain End NPS Diameter, Thickness, Weight, [Note ( l b 1 in. in. I blft

Outside Wall Plain End Diameter, Thickness, Mass,

mm mm kglm 355.6 22.23 182.76 355.6 23.83 194.98 355.6 25.40 206.84 355.6 26.97 218.58 Schedule DN No. [Note (211 14 14.000 0.875 122.77 14 14.000 0.938 130.98 14 14.000 1.000 138.97 14 14.000 1.062 146.88

...

350 1 O0 350

...

350

...

350

. . .

...

14 14.000 1.094 150.93 14 14.000 1.125 154.84 14 14.000 1.250 170.37 14 14.000 1.406 189.29 120 350

...

350 140 350 160 350 355.6 27.79 224.66 355.6 28.58 230.49 355.6 31.75 253.58 355.6 35.71 281.72

...

. . .

14 14.000 2.000 256.56 14 14.000 2.125 269.76 14 14.000 2.200 277.51 14 14.000 2.500 307.34

...

350

...

350

...

350

. . .

350 355.6 50.80 381.85 355.6 53.98 401.52 355.6 55.88 413.04 355.6 63.50 457.43

. . .

...

. . .

16 16.000 0.1 65 27.93 16 16.000 O. 188 31.78 16 16.000 0.203 34.28 16 16.000 0.219 36.95 5 400

. . .

400

. . .

400

...

400 406.4 4.19 41.56 406.4 4.78 47.34 406.4 5.16 51 .O6 406.4 5.56 54.96

...

16 16.000 0.250 42.09 16 16.000 0.281 47.22 16 16.000 0.312 52.32 16 16.000 0.344 57.57 10 400

...

400 20 400

. . .

400 406.4 6.35 62.65 406.4 7.14 70.30 406.4 7.92 77.83 406.4 8.74 85.71

...

16 16.000 0.375 62.64 16 16.000 0.406 67.68 16 16.000 0.438 72.86 16 16.000 0.469 77.87 STD

. . .

30 400

. . .

400

...

400

...

400 406.4 9.53 93.27 406.4 10.31 100.71 406.4 11.13 108.49 406.4 11.91 115.87 16 16.000 0.500 82.85 16 16.000 0.562 92.75 16 16.000 0.625 102.72 16 16.000 0.656 107.60

xs

. . .

...

40 400 400

...

400 60 400 406.4 12.70 123.31 406.4 14.27 138.00 406.4 15.88 152.94 406.4 16.66 160.13

...

16 16.000 0.688 112.62 16 16.000 0.750 122.27 16 16.000 0.812 131.84 16 16.000 0.844 136.74

. . .

400

. . .

400

. . .

400 80 400 406.4 17.48 167.66 406.4 19.05 181.98 406.4 20.62 196.18 406.4 21.44 203.54

...

16 16.000 0.875 141.48 16 16.000 0.938 151.03 16 16.000 1.000 160.35 16 16.000 1.031 164.98

. . .

400

. . .

400

. . .

400 1

O0

400 406.4 22.23 210.61 406.4 23.83 224.83 406.4 25.40 238.66 406.4 26.19 245.57

. . .

...

16 16.000 1.062 169.59 16 16.000 1.125 178.89 16 16.000 1.188 188.11 16 16.000 1.219 192.61

...

400

...

400

...

400 120 400 406.4 26.97 252.37 406.4 28.58 266.30 406.4 30.18 280.01 406.4 30.96 286.66

. . .

16 16.000 1.250 197.10 16 16.000 1.438 223.85 16 16.000 1.594 245.48

. . .

400 140 400 160 400 406.4 31.75 293.35 406.4 36.53 333.21 406.4 40.49 365.38

...

(17)

ASME B36.10M-2000 WELDED AND SEAMLESS WROUGHT STEEL PIPE

TABLE

1 DIMENSIONS AND WEIGHTS

OF

WELDED AND SEAMLESS WROUGHT STEEL PIPE (CONT'DI

Identification [Standard (STDI,

or Double Extra Schedule DN Diameter,

Extra-Strong (XSI, Outside

Strong (XXS1I No. [Note (211 mm

. . .

5 450 457

. . .

...

450 457

. . .

450 457

. . .

10 450 457

SI Units Wall Plain End Thickness, Mass,

mm kglm

Customary Units Outside Wall Plain End NPS Diameter, Thickness, Weight,

[Note (111 in. in. lblft

_-

4.1 9 46.79 4.78 53.31 5.56 61.90 6.35 70.57 18 18 18 18 18.000 18.000 18.000 18.000 0.1 65 0.1 88 0.219 0.250 31.46 35.80 41.63 47.44 7.14 79.21 7.92 87.71 8.74 96.62 9.53 105.17 18.000 18.000 18.000 18.000 0.281 0.312 0.344 0.375 53.23 58.99 64.93 70.65

. . .

450 457

. . .

20 450 457

. . .

450 457 STD

. . .

450 457 18 18 18 18

. . .

450 457

. . .

30 450 457

. . .

450 457

xs

. . .

450 457 10.31 113.58 11.13 122.38 11.91 130.73 12.70 139.1 6 18 18 18 18 18.000 18.000 18.000 18.000 0.406 0.438 0.469 0.500 76.36 82.23 87.89 93.54

. . .

40 450 457

. . .

450 457

. . .

450 457

. . .

60 450 457 14.27 155.81 15.88 172.75 17.48 189.47 19.05 205.75 18 18 18 18 18.000 18.000 18.000 18.000 0.562 0.625 0.688 0.750 104.76 11 6.09 127.32 138.30 18.000 18.000 18.000 18.000 0.812 0.875 0.938 1.000 149.20 160.18 171.08 181.73

. . .

450 457

. . .

450 457 80 450 457

. . .

450 457 20.62 221.91 22.23 238.35 23.83 254.57 25.40 270.36 18 18 18 18

. . .

450 457

. . .

450 457 1 O0 450 457 . . . 450 457 26.97 286.02 28.58 301.96 29.36 309.64 30.18 317.68 18 18 18 18 18.000 18.000 18.000 18.000 1 .O62 1.125 1.156 1.188 192.29 202.94 208.1 5 213.51

. . .

450 457

. . .

120 450 457

. . .

140 450 457

. . .

160 450 457 31.75 332.97 34.93 363.58 39.67 408.28 45.24 459.39 18 18 18 18 18.000 18.000 18.000 18.000 1.250 1.375 1.562 1.781 223.82 244.37 274.48 308.79 20 20 20 20 20.000 20.000 20.000 20.000 0.188 0.219 0.250 0.281 39.82 46.31 52.78 59.23

...

. . .

5 500 508

. . .

500 508 10 500 508

. . .

500 . 508 4.78 59.32 5.56 68.89 6.35 78.56 7.14 88.19 20.000 20.000 20.000 20.000 0.312 0.344 0.375 0.406 65.66 72.28 78.67 85.04

. . .

500 508

. . .

500 508 STD 20 500 508

. . .

500 508 7.92 97.68 8.74 107.61 9.53 117.15 10.31 126.54 20 20 20 20

. . .

500 508

. . .

500 508 30 500 508

. . .

500 508 11.13 136.38 11.91 145.71 12.70 155.13 14.27 173.75 20 20 20 20 20.000 20.000 20.000 20.000 0.438 0.469 0.500 0.562 91.59 97.92 104.23 1 16.78

. . .

xs

. . .

15.09 183.43 15.88 192.73 17.48 211.45 19.05 229.71 20 20 20 20 20.000 20.000 20.000 20.000 0.594 0.625 0.688 0.750 123.23 129.45 142.03 154.34

. . .

40 500 508

. . .

500 508

. . .

...

500 508

. . .

500 508 10

(18)

S T D - A S M E B 3 b - L O M - E N G L

WELDED AND SEAMLESS WROUGHT STEEL PIPE ASME

836.10M-2000

TABLE 1 DIMENSIONS AND WEIGHTS OF

WELDED AND SEAMLESS WROUGHT

STEEL PIPE (CONT'D)

Customary Units _{[Standard (STD).} Identification _{SI Units}

Outside Wall Plain End Extra-Strong (XS). Outside Wall Plain End

NPS Diameter. Thickness. Weight. or Double Extra Schedule DN Diameter. Thickness. Mass.

[Note (1

I1

in

.

in

.

lblft Strong (XXSII No

.

[Note (211 mm mm kglm

20

20.000

0.812

166.56 ...

60

20

500

508

20.62

247.84

20.000

0.875

178.89 ...

...

20

500

508

22.23

266.31

20.000

0.938

191.14 ...

...

20

500

508

23.83

284.54

20.000

1.000

203.1

1

...

302.30

25.40

508

500

20

20.000

1.031

209.06 ...

20

20.000

1

.

062

215.00 ...

20

20.000

1.125

227.00 . . .

20

20.000

1.188

238.91 . . .

80

500

508

26.19

311.19 ...

500

508

26.97

319.94 ...

500

508

28.58

337.91 ...

500

508

30.18

355.63

20

20.000

1.250

250.55 . . .

. . .

20

500

508

31.75

372.91

20.000

1.281

256.34 . . .

1 O0

500

20

508

32.54

381.55

20.000

1.312

262.10 . . .

...

20

500

508

33.32

390.05

20.000

1.375

273.76 . . .

. . .

407.51

34.93

508

500

20

20.000

1.500

296.65 ...

120

20

500

508

38.10

441.52

20.000

1.750

341.41 ...

140

20

500

508

44.45

508.15

20.000

1.969

379.53 ...

500

160

564.85

50.01

508

22

22.000

0.188

43.84 . . .

...

22

22.000

50.99

0.219

22

22.000

58.13

0.250

22

22.000

65.24

0.281

5

65.33

4.78

559

75.89

5.56

10

559

6.35

86.55 ...

97.17

7.14

559 ...

...

. . .

...

. . .

22

22.000

0.312

72.34 . . .

...

22

22.000

0.344

79.64 . . .

22

22.000

0.375

86.69

22

22.000

0.406

93.72 ...

559

7.92

107.64

559

8.74

118.60

559

9.53

129.14 ...

139.51

10.31

559 . . .

...

STD

20 ...

. . .

...

22

22.000

0.438

100.96 ...

_...

...

₅₅₉

11.13

150.38 ...

...

559

11.91

160.69

559

12.70

171.10 ...

...

559

14.27

191.70

22

107.95

22.000

0.469 . . .

22

22.000

0.500

114.92 xs

30

22

128.79

22.000

0.562 ...

...

22

22.000

0.625

142.81 ...

...

_...

22

22.000

156.74

0.688

22

22.000

170.37

0.750

22

22.000

183.92

0.812

559

15.88

212.70

559

17.48

233.44

559

19.05

253.67 ...

273.78

20.62

559 . . .

...

. . .

...

. . .

...

22

22.000

0.875

197.60 ...

22

22.000

0.938

211.19 ...

22

22.000

1.000

224.49 ...

22

22.000

1.062

237.70 ...

22

22.000

1.125

251.05 . . .

22

22.000

1.188

264.31 . . .

22

22.000

1.250

277.27 . . .

22

22.000

1.312

290.15 . . .

22

22.000

1.375

303.16 . . .

22

22.000

1.438

316.08 . . .

60 ...

559

22.23

294.27 . . .

...

559

23.83

314.51 ...

...

559

25.40

334.25 ...

...

559

26.97

353.86

80 ...

559

28.58

373.85 ...

...

559

30.18

393.59 ...

...

559

31.75 41 2.84

. . .

...

559

33.32

431.96

1 O0

. . .

559

34.93

451.45 ...

. . .

559

36.53

470.69

(19)

ASME B36.10M-2000 WELDED AND SEAMLESS WROUGHT STEEL PIPE

TABLE

1 DIMENSIONS AND WEIGHTS OF

WELDED AND SEAMLESS WROUGHT STEEL PIPE (CONT'O)

Customarv Units Outside Wall Plain End NPS Diameter, Thickness, Weight, rNote Il Il in. in. lblft

Identification

[Standard (STD), SI Units

Extra-Strong (XS), Outside Wall Plain End

or Double Extra Schedule DN Diameter, Thickness, Mass.

Strong (XXS)I No. [Note (211 mm mm kglm

22 22.000 1.500 328.72 22 22.000 1.625 353.94 22 22.000 1.875 403.38 22 22.000 2.125 451.49 24 24.000 0.218 55.42 24 24.000 0.250 63.47

. . .

24 24.000 0.281 71.25

. . .

24 24.000 0.31 2 79.01

...

. . .

559 38.1 O 489.44

. . .

120

. . .

559 41.28 527.05

. . .

140

. . .

559 47.63 600.67

. . .

160

. . .

559 53.98 672.30 5 600 61 O 5.54 82.58 10 600 61 O 6.35 94.53

. . .

600 610 7.14 106.15

. . .

600 610 7.92 117.60 24 24.000 0.344 86.99

...

. . .

600 61 O 8.74 129.60 24 24.000 0.375 94.71 STD 20 600 610 9.53 141.12 24 24.000 0.406 102.40

...

600 610 10.31 152.48 24 24.000 0.438 110.32

...

. . .

600 610 11.13 164.38 24 24.000 0.469 117.98 24 24.000 0.500 125.61

xs

24 24.000 0.562 140.81

. . .

24 24.000 0.625 156.17

. . .

24 24.000 0.688 171.45

. . ,

24 24.000 0.750 186.41 24 24.000 0.812 201.28

. . .

24 24.000 0.875 216.31

. . .

600 610 11.91 175.67

...

600 610 12.70 187.07 30 600 610 14.27 209.65

. . .

600 61 O 15.88 232.67 40 600 61 O 17.48 255.43

. . .

600 61 O 19.05 277.63

. . .

600 61 O 20.62 299.71

. . .

600 61 O 22.23 322.23 24 24.000 0.938 231.25

. . .

600 61 O 23.83 344.48 24 24.000 0.969 238.57

. . .

60 600 61 O 24.61 355.28 24 24.000 1.000 245.87

. . .

600 61 O 25.40 366.19 24 24.000 1.062 260.41

. . .

600 61 O 26.97 387.79 24 24.000 1.125 275.10

. . .

600 61 O 28.58 409.80 24 24.000 1.188 289.71

...

. . .

600 610 30.18 431.55 24 24.000 1.219 296.86

. . .

80 600 610 30.96 442.1 1 24 24.000 1.250 304.00

. . .

...

600 610 31.75 452.77 24 24.000 1.312 318.21

. . .

...

600 610 33.32 473.87 24 24.000 1.375 332.56

. . .

...

600 610 34.93 495.38 24 24.000 1.438 346.83

. . .

...

600 610 36.53 51 6.63 24 24.000 1.500 360.79

. . .

...

600 610 38.1 O 537.36 24 24,000 1.531 367.74

. . .

1 O0 600 610 38.89 547.74 24 24.000 1.562 374.66

. . .

600 610 39.67 557.97 24 24.000 1.812 429.79

. . .

120 600 610 46.02 640.07 24 24.000 2.062 483.57

. . .

140 600 610 52.37 720.1 9 24 24.000 2.344 542.64

. . .

160 600 61 O 59.54 808.27 26 26.000 0.250 68.82 26 26.000 0.281 77.26

. . .

26 26.000 0.312 85.68

. . .

26 26.000 0.344 94.35

. . .

660 6.35 102.36

...

. . .

660 7.14 114.96 10

. . .

660 7.92 127.36

. . .

660 8.74 140.37

12