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LENGTH OF WIPED JOINTS FOR LEAD PIPE.

Diameter Length Diameter Length Diameter of Pipe. of Joint. of Pipe. of Joint. of Pipe. Inches.

Inches.

Inches.

Inches.

Inches.

Zinc.

Thickness. Inches.

.031

.046

.053

.061

.069

.076

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Weight. per Sq.Ft. Ounces.

Tubing.

10

12

14

16

18

20

WEIGHT OF SHEET ZINC, COPPER, AND LEAD.

14 water
14 waste
1 water
14 waste

5, 6, 8, 13

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2 waste 2 waste 3 waste 4 waste

WEIGHT PER FOOT OF LEAD PIPE

Thick

ness.

Inches.

2

3, 4 4, 6 4,5

Length of Joint. Inches.

Lead.

Waste Pipe.

24

2층

3

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Weight. per Sq.Ft. Pounds.

Diameter. Weight. Diameter. Weight. Diameter. Weight. Inches. Ounces. Inches. Pounds. Inches. Pounds.

5, 6, 8 8, 10

8, 10, 12 12, up

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Inside

Diam.

Vari y.

In.

12

A A A
Brooklyn

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A A
Extra
Strong.

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SOLDERS.

1 12 1 8 1

WEIGHT PER FOOT OF LEAD PIPE AND TIN-LINED

LEAD

PIPE.

A
Strong.

12

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4

1212

2312LIL

14482

12

22345789

02822880

12344678

280028○○

1112 2 3 3 1 67

0040442000

OOIT SO

Lb. Oz. Lb. Oz. Lb. Oz. Lb. Oz. Lb. Oz. Lb. Oz.

1121+

388124

0

12

0 12

1

Soft.

0 13

1

1

2

3

5

6

1

5500

12

4800 440°

400°

3700 330°

2308280400

01122344

20400002

0 10

12

12

WEIGHT OF CAST-IRON PIPE PER FOOT IN POUNDS.

These weights are for plain pipe. For hautboy pipe add 8 in. in length for each joint. For copper add ; for lead, §; for welded iron, add, or multiply by 1.0667.

Diam

eter of

Bore. Inches.

1 11/ 11 3 13

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1/4 3%

5.07 7.38

3.07
3.69 6.00 8.61
4.30 6.92 9.84
4.92 7.81 11.10

5.53 8.76 12.30 16.2
9.69 13.50 17.7

6.15

6.76 10.60 14.80 19.2 24.0 7.37 11.50 16.00 20.8 25.9 7.98 12.50 17.20 22.3 27.7 33.4 9.21 14.30 19.70 25.4 31.4 37.7 10.30 16.10 22.20 28.5 35.1 42.0 42 11.70 18.00 24.60 31.5 38.8 46.3 12.90 19.80 27.10 34.6 42.5 50.6 52 14.20 21.70 29.50 37.7 46.1 54.9

32

62

15.40 23.50 32.00 40.8 49.8 59.2 68.9
16.60 25.40 34.50 43.8 53.5 63.5 73.8 84.4
17.80 27.20 36.90 46.9 57.2 67.8 78.7 89.4
19.10 29.10 39.40 50.0 60.9 72.1
20.30 30.90 41.80 53.1 64.6 76.4
21.50 32.80 44.30 56.1 68.3 80.7
22.80 34.60 46.80 59.2 72.0 85.1 98.4 112.0
912 24.00 36.40 49.20 62.3 75.7 89.3 103.0 118.0

83.7 95.5 108

88.6 101.0 114

93.5 107.0

9

10

11

25.10 38.30 51.70 65.3 79.4 93.6 108.0 123.0
27.60 42.00 56.60 71.5 86.7 102.0 118.0 134.0
30.00 45.70 61.50 77.7 94.1 111.0 128.0 145.0

12

13

14

15

16

32.50 49.40 66.40 83.8 102.0 120.0 138.0 156.0
35.00 53.10 71.40 89.4 109.0 128.0 148.0 168.0
37.40 56.70 76.30 96.1 116.0 137.0 158.0 179.0 200
39.10 60.40 81.20 102.0 124.0 145.0 167.0 190.0 212 235
42.30 64.10 86.10 108.0 131.0 154.0 177.0 201.0 225 249
44.80 67.80 91.00 115.0 139.0 163.0 187.0 212.0 237 262
47.30 71.50 96.00 121.0 146.0 171.0 197.0 223.0 249 276
49.70 75.20 101.00 127.0 153.0 180.0 207.0 234.0 261

17

18

289

54.60 82.60 111.00 139.0 168.0 196.0 227.0 256.0 286 316
59.60 89.90 121.00 152.0 183.0 214.0 246.0 278.0 311 343
64.50 97.30 131.00 164.0 198.0 231.0 266.0 300.0 335 370
69.40 105.00 140.00 176.0 212.0 249.0 286.0 323.0 360
74.20 112.00 150.00 188.0 227.0 266.0 305.0 345.0

397

384

424

24

26

30

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Thickness of Pipe in Inches.

25% 34% 1

1% 114 13

127

134

140

147

164

120

126

132

138

151

163

175

195

188 208

222

168

181

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Tacks are spaced closer on hot than on cold pipes, as lead is much more liable to sag when heated,

EXPANSION AND WEIGHT OF PURE WATER FROM

320 TO 390° F.

[blocks in formation]

90.0 1.00459 .99543 95.0 1.00554 .99449 100.0 1.00639 .99365 105.0 1.00739 .99260 110.0 1.00889 .99119 115.0 1.00989 .99021 120.0 1.01139 .98874 125.0 1.01239 .98808 130.0 1.01390 .98630

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32.0 1.00000 1.00000 62.418 35.0 .99993 1.00007 62.422 39.1 .99989 1.00011 62.425

145.0

40.0 .99989 1.00011 62.425 150.0 45.0 .99993 1.00007 62.422 155.0 46.0 1.00000 1.00000 62.418 160.0 50.0 1.00015 .99985 62.409 165.0 52.3 1.00029 .99971 62.400 170.0 55.0 1.00038 .99961 62.394 175.0 60.0 1.00074 .99926 62.372 180.0 62.0 1.00101 .99899 62.355 185.0 65.01.00119 .99881 62.344 190.0 70.01.00160 .99832 62.313 195.0 75.0 1.00239 .99771 62.275 200.0 80.0 1.00299 .99702 62.240 205.0

85.0 1.00379 .99622 62.182

210.0 212.0

62.133 62.074 230.0 62.022 250.0 61.960 270.0 61.868 290.0 61.807 298.0 61.715 338.0 61.654 366.0 61.563 390.0

135.0 140.0

[blocks in formation]

1.01539

.98484 61.472 1.01690 .98339 61.381

1.01839

.98194 61.291

1.01989

.98050 61.201

1.02164

.97882 61.096

1.02340 .97714 60.991 1.02589 .97477 60.843 1.02690 .97380 60.783 1.02906 .97193 60.665 1.03100 .97006 60.548 1.03300 .96828 60.430 1.03500 .96632 60.314 1.03700 .96440 60.198 1.03889 .96256 60.081 1.04140 .96020 59.930 1.04340

.95840 59.820

1.04440

.95750 59.760

1.05290 .94990 59.360 1.06280 .94110 58.750 1.07270 .93230 58.180 1.08380 .92270 57.590 1.08990 .91750 57.270 1.11180 .89940 56.140 1.13010 .88500 55.290 1.14440 .87380 54.540

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