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
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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
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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
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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
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TABLE A4 (Continued)
Properties and Weights of Pipe
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
eter Number ness ness Bend
(= 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
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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
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TABLE A4 (Continued)
Properties and Weights of Pipe
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
eter Number ness ness Bend
=;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
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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
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TABLE A4 (Continued)
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