14 Pipe Schedule Kanappan Lengkap

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TABLE A4 Properties and

Weights of Pipe

~ --

NominalSize

OutsideDiam-

eter

inchesD

Weight Aver

Designation a g e

andlor Wall

Schedule Thick -

Number ness

inches

--

Mini- Inside

mum Diam-

Wall eter

Thick -

ness

=?it)

inches inches

1 d

Cross- Moment Section Bend Radius Weight of

Sectional of Modulus Charac- of

Metal Inertia teristic Gyra- Pipe Wate

Area per Unit tion

Bend

Radius

sq. inches inchesJ inches" Ilft inches w~

hl

R R

Ib per f t lb per

1 0 s

' Std. 40 4 0 s

0.405 XS 80 8 0 s

10s

Std. 40 4 0 s

0.540 XS 80 8 0 s

1 0 s

s t d . 4 0 4 0 s

0.675 XS 80 8 0 s

1 0 s

Std. 40 4 0 s

0.840 XS 80 8 0 s

I 6 0

XXS

5 s3

1 0 s

1.050 Std. 40 4 0 s



XS 808 s

160

XXS

5 s

I" 10s

1.315 Std. 40 4 s

XS 80 8 s

160

XXS

5 s

10s

Std. 40 4 s

1.660 XS 80 8 s

160XXS

5 s

10s

1: Std. 40 4 s

1.900 XS 80 8 s

160

XXS

5 s

10s

Std. 404 s



TABLE A4 (Continued)

Properties and Weights of Pipe

Nominal Weight Aver- Mini- Inside Cross- Moment Section Bend Radius Weight of

Size Designation age mum Diam- Sectional of Modulus Charac- of

Outside and/or Wall Wall eter Metal Inertia teristic Gyra- Pipe WateDiam- Schedule Thick - Thick - Area per Unit tion

eter Number ness ness Bend

-3 1 Radiusinches inches inches inches sq. inches inches4 inches3 llft inches w~ WW

I 4, d l

8

Ib per f t lb per

2"2.375 XS 80 80s 0.218 0.191 1.939 1.48

160 0.343 0.300 1.689 2.19

XXS 0.436 0.382 1.503 2.66

5s 0.083 0.073 2.709

10s 0.120 0.105 2.635

24 Std. 40 40s 0.203 0.178 2.469

2.875 XS 80 80s 0.276 0.242 2.323

160 0.375 0.328 2.125

XXS 0.552 0.483 1.771

5 s 0.083

10s 0.120Std. 40 40s 0.216

3.500 XS 80 80s 0.300

160 0.438



0.600

5s 0.83

10s 0.120

3: Std. 40 40s 0.226

4.000 XS 980 80s 0.318

XXS 0.636

5s 0.083

10s 0.120

Std. 40 40s 0.237

4" XS 80 80s 0.337

4.500 120 0.438

XXS

5s 0.109

10s 0.134

Std. 40 40s 0.258

5" XS 80 80s 0.375

5.563 120 0.500

160 0.625

XXS 0.750

5s 0.109

10s 0 134

6" Std. 40 40s 0.280

6 625





NominalSize

OutsideDiam-

Weight Aver- Mini- Inside Cross- Moment Section Bend Radius Weight ofDesignation age mum Diam- Sectional of Modulus Charac- of

andlor Wall Wall eter Metal inertia teristic Gyra- Pipe WatSchedule Thick - Thick - Area per Unit tion


(= 1) Radiusinches inches inches inches sq. inches inches4 inches.' llft inches

w,

D I fm. d I lRR

b per ft

Ib

pe

XXS

5s

1 s

20

n 30

8.625 Std. 404 s

60

XS 80 8 s

1

120

140



5s

10s

20

30

Std. 40 4 s

XS 60 8 s

80

140

160

5s

10s

20

30

Std. 4 s

40

12" XS 8 s

12.750 60





Nominal Weight Aver - Mini-

Inside Cross-

Moment Section Bend Radius Weight ofSize Designation age mum Diam- Sectional of Modulus Char ac- of

Outside and or Wall Wall eter Metal Inertia teristic Gyra- Pipe WaDiam- Schedule Thick - Thick - Area per Unit tion


=;f Radiusinches inches inches inches sq. inches inches

J

inches3 l f t inches W~

t 1, d I hl R r~ Ib per ft Ib pe

N

N120 1.000 0.875 10.750 36.9 642 101 0.348 4.17 125 39.3

10

20

Std. 30

40

XS



140

160

10

20

Std. 30

XS 40

60

80

100

120

140

160

10

20

Std.

30

XS

40

60

80

1

120

140

160




Propertiesand Weights of Pipe

Nominal Weight Aver- Mini- Inside

Size Designation age

mum Diam-Outside and/or

Wall Wall eter

Diam Schedule Thick - Thick -

eter Number ness ness

= i f

inches inches inches inches

D 1

d

Cross- Moment Section Bend Radius Weight of

Sectional of Modulus Charac- of

Metal Inertia teristic Gyra- Pipe Wa

Area per Unit tion

Bend

Radius

sq. inches inches4 inches3 llfr inches w~

W

AZ l

R K Ib per ftb

p

10 0.250

Std. 20 0.375

XS 30 0.500

40 0.593

0.625

0.750

0.8 12

0.875

1.031

1.28

1.500



140

160

10

Std. 20

XS

30

Reproduced from M. W. Kellogg CO Design of Piping Systems, Wiley, New York,

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14 Pipe Schedule Kanappan Lengkap