Appendix
This appendix should be considered a reference source. It contains a
selection of charts, graphs, and other information about certain attributes
that can be found in several sources, including helpful conversion charts.
What is here was chosen for inclusion because this author has had occa-
sion to use them often, so having them in just one place is much easier
than carrying around several reference books. The reader is reminded that
these are used for field-type reference as opposed to a more precise
source; they should not be considered as replacements for other technical
resources currently available.
Many of the charts have both U.S. customary units and SI units. In
some cases the units are side by side, so one who is familiar with one set
of units but is working in the other has a handy reference. I have found
that it is useful to have the value in the customary units for comparison.
In other cases, it is helpful to have separate charts for different units.
A rigorous attempt has been made to group the charts and figures into
categories that have affinity. For instance, the charts that give the esti-
mated weight of fittings are grouped together so that one can find related
fittings in the same area. It is expected that this additional information
will reduce the readers’ efforts to find the necessary ancillary information,
rather than forcing them to consult specialty references from specific
sources and thus have to carry those books in the field. The major catego-
ries within which the charts are grouped into sections as follows:
• Basic properties of piping and piping components (e.g., sizes,
weights)
• Basic properties of fluids
• Dynamic properties of systems
• Pipe hangers
• Pressure area and other burst data
• Conversion factors
Note also that the Web, especially www.EngineeringToolBox.com, is a
helpful and general source of data, as well as being useful for cross-
checking the data and other related research in this book.
© 2010 Elsevier Inc. 281 DOI: 10.1016/B978-1-85617-693-4.00018-3
282 APPENDIX
CONTENTS OF APPENDIX
Basic Properties of Piping and Piping Components . . . . . . . . . . . . 284-289
Pressure Stress Ratio and Various Pipe Properties . . . . . . . . . . . . . 290-294
Expansion of Carbon Steels for a Given Temperature
per Linear Unit of Measure (Source: John C. Luf) . . . . . . . . . . . 295-298
Total Thermal Expansion of Various Alloys
(Source: www.EngineeringToolBox.com) . . . . . . . . . . . . . . . . . . . . . 299-303
Approximate Weights of Fittings: Long-Radius Elbows . . . . . . . . . 304-305
Approximate Weights of Fittings: Concentric
and Eccentric Reducers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 306
Approximate Weights of Fittings: Straight
and Reducing Tees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 307-313
Estimated Bolt Torque Requirements (Source: Portland Bolt & Manufacturing Company) . . . . . . . . . . . . . . . . 314-316
Basic Properties of Fluids
(Source: www.EngineeringToolBox.com) . . . . . . . . . . . . . . . . . . . . . . . . . 317
Heat Capacities of Gases
(Source: www.EngineeringToolBox.com) . . . . . . . . . . . . . . . . . . . . . 318-319
Molecular Weight of Common Gases
(Source: www.EngineeringToolBox.com) . . . . . . . . . . . . . . . . . . . . . . . . . 320
Strouhal Number Graph
(Source: www.EngineeringToolBox.com) . . . . . . . . . . . . . . . . . . . . . . . . . 321
Steam K Factor Graph
(Source: ASME International; www.asme.org) . . . . . . . . . . . . . . . . . . . 322
Relationship between Temperature and Thermal Conductivity . . . . . . 323
Thermal Conductivity of Some Common Metals . . . . . . . . . . . . . . 324-331
Formulas for Dynamic and Vibration Calculations . . . . . . . . . . . . . 332-336
Pressure Wave Velocity versus D/t Ratio . . . . . . . . . . . . . . . . . . . . . . . . . 337
Pipe Hanger Types (Source: From MSS SP-69; courtesy of
Manufacturers Standardization Society) . . . . . . . . . . . . . . . . . . . 338-339
APPENDIX 283
Pressure Area and Other Burst Data (Source: Developed from engineering files of Bonney
Forge Corporation, WFI Division) . . . . . . . . . . . . . . . . . . . . . . . . 340-341
Sample Burst Report (Source: Adapted from Engineering Data Book, Bonney Forge Corporation,
WFI Division) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 342-346
Unit Conversion Tables (Source: International Organization
for Standards) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 347-348
Conversion Factor Table (Source: Grinnell Piping
Design and Engineering; courtesy of Anvil
International Engineered Pipe Supports) . . . . . . . . . . . . . . . . . . 349-354
306 APPENDIX
lbs kg lbs kg lbs kg lbs kg lbs kg lbs kg lbs kg1.2 0.5 1.2 0.5 - - - 1.9 0.9 2.3 1.02.2 1.0 2.2 1.0 - - - 2.9 1.3 4 1.83 1.4 3 1.4 - - - 4.2 1.9 5.4 2.4
4.2 * 4.2 * - - - 5.8 2.6 7.6 3.45 2.3 5 2.3 - 6.3 2.9 - 7.5 3.4 9.2 4.2
8.6 3.9 8.6 3.9 - 12 5.4 - 14 6.4 16 7.313 5.9 13 5.9 - 17 7.7 - 21 9.5 24 10.922 10.0 22 10.0 25 11.3 30 13.6 34 15.4 37 16.8 36 16.332 14.5 38 17.2 45 20.4 52 23.6 61 27.7 67 30.4 61 27.744 20.0 59 26.8 71 32.2 84 38.1 93 42.2 107 48.5 84 38.178 35.4 115 52.2 142 64.4 164 74.4 185 83.9 208 94.3 -97 44.0 159 72.1 194 88.0 224 101.6 262 118.8 286 129.7 -
117 53.1 213 96.6 257 116.6 304 137.9 343 155.6 358 162.4 -174 78.9 348 157.9 425 192.8 494 224.1 567 257.2 630 285.8 -191 86.6 - - - - - -210 95.3 490 222.3 610 276.7 710 322.1 800 362.9 900 408.2 -272 123.4 - - - - - -315 142.9 - - - - - -379 171.9 - - - - - -443 200.9 - - - - - -515 233.6 - - - - - -
Wall ThicknessSchedule 80 Schedule 100X-STRong Schedule 120 Schedule 140 Schedule 160 XX-STrong
APPROXIMATE WEIGHTS - REDUCERS - CONCENTRIC AND ECCENTRIC
NPS DN lbs kg lbs kg lbs kg lbs kg lbs kg2 50 - - 0.9 0.4 0.9 0.4 -
21/2 65 - - 1.7 0.8 1.7 0.8 -3 80 - - 2.2 1.0 2.2 1.0 -
31/2 * - - 30 * 30 * -4 100 - - 3.6 1.6 3.6 1.6 -5 125 - - 6.1 2.8 6.1 2.8 -6 150 - - 8.7 3.9 8.7 3.9 -8 200 11 5.0 12 5.4 14 6.4 14 6.4 18 8.210 250 16 7.3 20 9.1 24 10.9 24 10.9 32 14.512 300 22 10.0 29 13.2 33 15.0 36 16.3 49 22.214 350 49 22.2 59 26.8 59 26.8 69 31.3 92 41.716 400 61 27.7 73 33.1 73 33.1 96 43.5 125 56.718 450 73 33.1 103 46.7 88 39.9 131 59.4 173 78.520 500 131 59.4 174 78.9 131 59.4 205 93.0 278 126.122 550 - - 144 65.3 - -24 600 158 71.7 236 107.0 158 71.7 285 129.3 397 180.126 650 - - 205 93.0 - -30 750 315 142.9 394 178.7 237 107.5 - -36 900 - - 285 129.3 - -42 1050 - - 334 151.5 - -48 1200 - - 395 179.2 - -
Note: Nominal Size is based on large end weight is estimated same for diffeerent reductions because end to end dimenisons are same.
Schedule 60Schedule 20Nominal size Schedule 40StandardSchecule 30
APPENDIX 307
W GNICUDER DNA THGIARTS - SEET - THGIE
DN NPS DN NPSlbs kg lbs kg
20 3/4 20 3/4 0.45 0.20 0.4520 3/4 15 1/2 0.5 0.23 0.525 1 25 1 0.63 0.29 0.6325 1 20 3/4 0.58 0.26 0.5825 1 15 1/2 0.57 0.26 0.5732 11/4 32 11/4 1.2 0.54 1.232 1 1/4 25 1 1.1 0.50 1.132 1 1/4 20 3/4 1.1 0.50 1.132 11/4 15 1/2 1 0.45 140 11/2 40 11/2 1.7 0.77 1.740 11/2 32 11/4 1.6 0.73 1.640 11/2 25 1 1.6 0.73 1.640 11/2 20 3/4 1.5 0.68 1.540 11/2 15 1/2 1.5 0.68 1.550 2 50 2 4.2 1.91 4.250 2 40 11/2 4.2 1.91 4.250 2 32 11/4 4.2 1.91 4.250 2 25 1 4.2 1.91 4.250 2 20 34 4.2 1.91 4.2
Wall ThicknessNominal Size
40Run Branch Std. Sched.
GNICUDER DNA THGIARTS - SEET - THGIEW ETAMIXORPPA
160lbs kg lbs kg lbs kg lbs kg
0.20 0.6 0.27 0.6 0.27 0.51 0.23 0.63 0.290.23 0.5 0.23 0.5 0.23 0.47 0.21 0.59 0.270.29 0.78 0.35 0.78 0.35 0.99 0.45 1.3 0.590.26 0.73 0.33 0.73 0.33 0.92 0.42 1.2 0.540.26 0.71 0.32 0.71 0.32 0.88 0.40 1.1 0.500.54 1.4 0.64 1.4 0.64 1.7 0.77 2.3 1.040.50 1.3 0.59 1.3 0.59 1.6 0.73 2.1 0.950.50 1.3 0.59 1.3 0.59 1.6 0.73 2.1 0.950.45 1.3 0.59 1.3 0.59 1.5 0.68 2 0.910.77 2.1 0.95 2.1 0.95 2.7 1.22 3.4 1.540.73 2 0.91 2 0.91 2.5 1.13 3.3 1.500.73 1.9 0.86 1.9 0.86 2.5 1.13 3.1 1.410.68 1.9 0.86 1.9 0.86 2.4 1.09 3 1.360.68 1.9 0.86 1.9 0.86 - 3 1.361.91 4.1 1.86 4.1 1.86 5 2.27 5.9 2.681.91 4.1 1.86 4.1 1.86 4.6 2.09 5.5 2.491.91 4.1 1.86 4.1 1.86 4.5 2.04 5.4 2.451.91 4.1 1.86 4.1 1.86 4.4 2.00 5.3 2.401.91 4.1 1.86 4.1 1.86 4.3 1.95 5.1 2.31
Sched. XXStg.
Sched.80X-Stg.
308 APPENDIX
S - STRAIGHT AND REDUCING (continued) N ssenkcihT llaW eziS lanimo
NPS DN NPS Dn Lbs kg Lbs kg2 1/2 65 21/2 65 5.9 2.7 5.9 2.72 1/2 65 2 50 5.9 2.7 5.9 2.72 1/2 65 1 1/2 40 6.8 3.1 6.8 3.12 1/2 65 1 1/4 32 6.8 3.1 6.8 3.12 1/2 65 1 25 6.8 3.1 6.8 3.1
3 80 3 80 8.4 3.8 8.4 3.83 80 21/2 65 8.4 3.8 8.4 3.83 80 2 50 8.4 3.8 8.4 3.83 80 1 1/2 40 8.4 3.8 8.4 3.83 80 1 1/4 32 8.4 3.8 8.4 3.8
31/2 * 31/2 *. 11 1131/2 * 3 * 11 1131/2 * 2 1/2 * 11 1131/2 * 2 * 11 1131/2 * 1 1/2 * 11 11
4 100 4 100 13 5.9 13 5.94 100 3 1/2 * 13 5.9 13 5.94 100 3 80 13 5.9 13 5.94 100 2 1/2 65 13 5.9 13 5.94 100 2 50 13 5.9 13 5.94 100 1 1/2 40 13 5.9 13 5.9
* means no DN equivalent
Run Branch Std. Schedule 40
Lbs kg Lbs kg Lbs kg Lbs kg Lbs kg6.8 3.1 6.8 3.1 - 7.6 3.4 10 4.56.8 3.1 6.8 3.1 - 6.9 3.1 9.2 4.26.8 3.1 6.8 3.1 - 6.7 3.0 9 4.16.8 3.1 6.8 3.1 - 6.6 3.0 9 4.16.8 3.1 6.8 3.1 - 6.6 3.0 8.6 3.910 4.5 10 4.5 - 14 6.4 17 7.710 4.5 10 4.5 - 13 5.9 16 7.310 4.5 10 4.5 - 12 5.4 15 6.810 4.5 10 4.5 - 12 5.4 15 6.810 4.5 10 4.5 - 12 5.4 15 6.814 14 - - 2114 14 - - 2014 14 - - 2014 14 - - 1914 14 - - 1919 8.6 19 8.6 23 10.4 34 15.4 34 15.419 8.6 19 8.6 23 10.4 28 12.7 34 15.419 8.6 19 8.6 23 10.4 28 12.7 34 15.419 8.6 19 8.6 23 10.4 28 12.7 34 15.419 8.6 19 8.6 23 10.4 28 12.7 34 15.419 8.6 19 8.6 23 10.4 28 12.7 34 15.4
XX strongX-Stg. Schedule 80 Schedule 120 Schedule 120
APPENDIX 309
APPROXIMATE WEIGHT - TEES - STRAIGHT AND REDUCING (continued) Nominal Size Wall Thickness
NPS DN NPS DN lbs kg lbs kg lbs kg lbs kg lbs kg -0.01220.0122 - -52155215 -0.01220.0122 - -00145215 -0.01220.0122 - -* 2/13*5 -0.01220.0122 - -0835215 -0.01220.0122 - -562/1 25215 -0.01220.0122 - -0525215 -3.61633.6163 - -05160516 -3.61633.6163 - -52150516 -0.51330.5133 - -00140516 -0.51330.5133 - -* 2/13*6 -0.51330.5133 - -0830516 -0.51330.5133 - -56 2/120516
8 200 8 200 54 24.5 57 25.9 61 27.7 61 27.7 76 34.58 200 6 150 54 24.5 57 25.9 61 27.7 61 27.7 76 34.58 200 5 125 54 24.5 57 25.9 61 27.7 61 27.7 76 34.58 200 4 100 54 24.5 57 25.9 61 27.7 61 27.7 76 34.58 * 31/2 * 54 24.5 57 25.9 61 27.7 61 27.7 76 34.5
10 250 10 250 73 33.1 81 36.7 91 41.3 91 41.3 129 58.510 250 8 200 70 31.8 78 35.4 91 41.3 91 41.3 116 52.610 250 6 150 70 31.8 78 35.4 88 39.9 88 39.9 116 52.610 250 5 125 70 31.8 78 35.4 88 39.9 88 39.9 116 52.610 250 4 100 70 31.8 78 35.4 88 39.9 88 39.9 116 52.6
* means no equaialent DN
Run Branch Schedule 20 Schedule 30 Standard Schedule 40 Schedule 60
lbs kg lbs kg lbs kg lbs kg lbs kg lbs kg lbs kg0.42350.4235 -0.0244 -7.21827.21820.42350.0244 -0.0244 -7.21827.21820.42350.0244 -0.0244 -7.21827.21820.42350.0244 -0.0244 -7.21827.21820.02440.0244 -0.0244 -7.21827.21820.02440.0244 -0.0244 -7.21827.21826.83580.0244 -0.9246 -1.91241.91246.83586.8358 -0.9246 -1.91241.91240.92464.0376 -0.9246 -1.91241.91240.92464.0376 -0.9246 -1.91241.91240.92464.0376 -0.9246 -1.91241.91240.92460.9246 -0.9246 -1.91241.9124
76 34.5 76 34.5 97 44.0 115 52.2 133 60.3 152 68.9 152 68.976 34.5 76 34.5 97 44.0 115 52.2 115 52.2 115 52.2 114 51.776 34.5 76 34.5 97 44.0 97 44.0 115 52.2 115 52.2 114 51.776 34.5 76 34.5 97 44.0 97 44.0 109 49.4 109 49.4 114 51.776 34.5 76 34.5 97 44.0 97 44.0 109 49.4 109 49.4 114 51.7
129 58.5 161 73.0 180 81.6 215 97.5 241 109.3 280 127.0 241 109.3116 52.6 157 71.2 161 73.0 197 89.4 219 99.3 241 109.3 219 99.3116 52.6 120 54.4 161 73.0 180 81.6 201 91.2 223 101.2 201 91.2116 52.6 116 52.6 120 54.4 157 71.2 177 80.3 197 89.4 177 80.3116 52.6 116 52.6 116 52.6 157 71.2 177 80.3 188 85.3 177 80.3
X- strong Schedjule 160. XX-StrongSchedule 80 Schedule 100 Schedule 120 Schedule 140
310 APPENDIX
S - STRAIGHT AND REDUCING (continued) Wall Thickness
NPS DN NPS DN lbs kg lbs kg lbs kg lbs kg lbs kg12 300 12 300 120 54.4 136 61.7 147 66.7 147 66.7 226 102.512 300 10 250 120 54.4 136 61.7 147 66.7 147 66.7 226 102.512 300 8 200 116 52.6 132 59.9 143 64.9 143 64.9 181 82.112 300 6 150 116 52.6 132 59.9 143 64.9 143 64.9 181 82.112 300 5 125 116 52.6 132 59.9 143 64.9 143 64.9 181 82.114 350 14 350 210 95.3 226 102.5 226 102.5 252 114.3 311 141.114 350 12 300 210 95.3 226 102.5 226 102.5 252 114.3 311 141.114 350 10 250 201 91.2 217 98.4 217 98.4 217 98.4 299 135.614 350 8 200 201 91.2 217 98.4 217 98.4 217 98.4 299 135.614 350 6 150 201 91.2 217 98.4 217 98.4 217 98.4 299 135.616 400 16 400 222 100.7 242 109.8 242 109.8 370 167.8 458 207.716 400 14 350 222 100.7 242 109.8 242 109.8 370 167.8 458 207.716 400 12 300 222 100.7 242 109.8 242 109.8 359 162.8 399 181.016 400 10 250 215 97.5 235 106.6 235 106.6 354 160.6 360 163.316 400 8 200 215 97.5 235 106.6 235 106.6 354 160.6 354 160.616 400 6 150 215 97.5 235 106.6 235 106.6 354 160.6 354 160.618 450 18 450 307 139.3 399 181.0 333 151.0 525 238.1 612 277.618 450 16 400 307 139.3 399 181.0 333 151.0 525 238.1 565 256.318 450 14 350 307 139.3 399 181.0 333 151.0 427 193.7 468 212.318 450 12 300 307 139.3 313 142.0 333 151.0 427 193.7 468 212.318 450 10 250 293 132.9 296 134.3 319 144.7 330 149.7 414 187.818 450 8 200 293 132.9 296 134.3 319 144.7 330 149.7 414 187.8
Nominal Size Run Branch Schedule 60Schedule 40StandardSchedule 30Schedule 20
lbs kg lbs kg lbs kg lbs kg lbs kg lbs kg lbs kg187 84.8 245 111.1 304 137.9 353 160.1 404 183.3 429 194.6 353 160.1187 84.8 226 102.5 279 126.6 329 149.2 353 160.1 377 171.0 329 149.2180 81.6 180 81.6 269 122.0 294 133.4 318 144.2 341 154.7 294 133.4180 81.6 180 81.6 245 111.1 245 111.1 270 122.5 318 144.2 245 111.1180 81.6 180 81.6 226 102.5 226 102.5 270 122.5 318 144.2 226 102.5280 127.0 369 167.4 528 239.5 528 239.5 624 283.0 720 326.6 - 280 127.0 315 142.9 528 239.5 528 239.5 648 293.9 696 315.7 - 268 121.6 310 140.6 384 174.2 384 174.2 600 272.2 624 283.0 - 268 121.6 268 121.6 360 163.3 456 206.8 480 217.7 528 239.5 - 268 121.6 268 121.6 360 163.3 432 196.0 450 204.1 480 217.7 - 369 167.4 548 248.6 780 353.8 826 374.7 962 436.4 1066 483.5 - 369 167.4 440 199.6 676 306.6 728 330.2 806 365.6 910 412.8 - 359 162.8 399 181.0 546 247.7 624 283.0 806 365.6 884 401.0 - 352 159.7 360 163.3 468 212.3 572 259.5 806 365.6 884 401.0 - 352 159.7 360 163.3 494 224.1 572 259.5 806 365.6 884 401.0 - 352 159.7 360 163.3 494 224.1 572 259.5 806 365.6 884 401.0 - 425 192.8 710 322.1 1131 513.0 1160 526.2 1189 539.3 1392 631.4 - 425 192.8 615 279.0 928 420.9 957 434.1 1100 499.0 1160 526.2 - 425 192.8 569 258.1 928 420.9 957 434.1 1100 499.0 1160 526.2 - 339 153.8 516 234.1 928 420.9 957 434.1 1100 499.0 1160 526.2 - 322 146.1 496 225.0 928 420.9 957 434.1 1100 499.0 1160 526.2 - 322 146.1 449 203.7 928 420.9 957 434.1 1075 487.6 1150 521.6 -
XX-StrongSchedule 160Schedulule 140Schedule 120Schedule 100Schedule 80X_Strong
APPENDIX 311
S - STRAIGHT AND REDUCING (continued) Wall Thickness
Run Branch NPS DN NPS DN lbs kg lbs kg lbs kg lbs kg lbs kg
20 500 20 500 504 228.1 583 263.9 504 228.1 706 319.5 834 377.520 500 18 450 504 228.1 504 228.1 504 228.1 584 264.3 774 350.320 500 16 400 504 228.1 504 228.1 504 228.1 506 229.0 713 322.720 500 14 350 493 223.1 493 223.1 493 223.1 494 223.6 645 291.920 500 12 300 493 223.1 493 223.1 493 223.1 494 223.6 645 291.920 500 10 250 482 218.1 482 218.1 482 218.1 485 219.5 630 285.120 500 8 200 482 218.1 482 218.1 482 218.1 485 219.5 494 223.622 550 22 550 - - 555 251.2 - - 22 550 20 500 - - 555 251.2 - - 22 550 18 450 - - 527 238.5 - - 22 550 16 400 - - 527 238.5 - - 22 550 14 350 - - 445 201.4 - - 22 550 12 300 - - 445 201.4 - - 22 550 10 250 - - 445 201.4 - - 24 600 24 600 765 346.2 977 442.2 765 346.2 1257 568.9 1446 654.424 600 22 550 601 272.0 849 384.3 681 308.2 1130 511.4 1300 588.424 600 20 500 601 272.0 726 328.6 601 272.0 860 389.2 1200 543.124 600 18 450 601 272.0 726 328.6 601 272.0 860 389.2 1040 470.724 600 16 400 506 229.0 553 250.3 506 229.0 681 308.2 941 425.924 600 14 350 506 229.0 553 250.3 506 229.0 681 308.2 941 425.924 600 12 300 506 229.0 553 250.3 506 229.0 681 308.2 860 389.224 600 10 250 424 191.9 553 250.3 424 191.9 681 308.2 860 389.2
Schedule 30Schedule 20Nominal Size
Schedule 60Schedule 40Standard
lbs kg lbs kg lbs kg lbs kg lbs kg lbs kg
583 263.9 1021 462.1 1344 608.3 1504 680.7 1696 767.6 1792 811.0504 228.1 903 408.7 1025 463.9 1312 593.8 1312 593.8 1536 695.2504 228.1 782 353.9 928 420.0 1312 593.8 1312 593.8 1536 695.2493 223.1 713 322.7 832 376.6 1206 545.8 1312 593.8 1536 695.2493 223.1 713 322.7 832 376.6 1206 545.8 1312 593.8 1536 695.2482 218.1 645 291.9 832 376.6 1206 545.8 1312 593.8 1536 695.2482 218.1 645 291.9 832 376.6 1206 545.8 1312 593.8 1536 695.2811 367.1 - - - - - 811 367.1 - - - - - 670 303.2 - - - - - 670 303.2 - - - - - 517 234.0 - - - - - 517 234.0 - - - - - 517 234.0 - - - - - 934 422.7 1673 757.2 2592 1173.1 2808 1270.9 2950 1335.1 3096 1401.2849 384.3 1673 757.2 2592 1173.1 2808 1270.9 2950 1335.1 3096 1401.2683 309.1 1361 616.0 2100 950.4 2206 998.4 2320 1050.0 2800 1267.3683 309.1 1200 543.1 1944 879.8 2206 998.4 2320 1050.0 2800 1267.3509 230.4 1106 500.6 1944 879.8 2206 998.4 2320 1050.0 2440 1104.3509 230.4 1106 500.6 1944 879.8 2206 998.4 2320 1050.0 2440 1104.3509 230.4 1021 462.1 1800 814.7 2026 917.0 2160 977.6 2250 1018.3509 230.4 1021 462.1 1800 814.7 2026 917.0 2160 977.6 2250 1018.3
Schedule 160Schedule 140Schedule 120Schedule 100Schedule 80X-Strong
312 APPENDIX
S - STRAIGHT AND REDUCING (continued)
Run Branch NPS DN NPS DN lbs kg lbs kg26 650 26 650 - - 26 650 24 600 - - 26 650 22 550 - - 26 650 20 500 - - 26 650 18 450 - - 26 650 16 400 - - 26 650 14 350 - - 26 650 12 300 - - 30 750 30 750 1375 623.7 1517 688.130 750 26 650 1257 570.2 1517 688.130 750 24 600 1090 494.4 1232 558.830 750 22 550 1090 494.4 1232 558.830 750 20 500 1090 494.4 1232 558.830 750 18 450 1090 494.4 1232 558.830 750 16 400 1090 494.4 1232 558.830 750 14 350 1090 494.4 1232 558.836 900 36 900 2165 982.0 2700 1224.736 900 30 750 1893 858.6 2700 1224.736 900 26 650 1504 682.2 2280 1034.236 900 24 600 1504 682.2 2280 1034.236 900 20 500 1504 682.2 2280 1034.236 900 18 450 1321 599.2 2280 1034.236 900 16 400 1321 599.2 1900 861.842 1050 42 1050 - - 42 1050 36 900 - - 42 1050 30 750 - - 42 1050 24 600 - - 42 1050 20 500 - - 48 1200 48 1200 - - 48 1200 42 1050 - - 48 1200 36 900 - - 48 1200 24 600 - -
Schedule 30Schedule 20Nominal Size
APPENDIX 313
Wall Thickness
lbs kg lbs kg lbs kg826 374.7 - 1121 508.5826 374.7 - 1121 508.5727 329.8 - 925 419.6727 329.8 - 925 419.6614 278.5 - 713 323.4614 278.5 - 713 323.4614 278.5 - 713 323.4614 278.5 - 713 323.4
1130 512.6 - 1510 684.91065 483.1 - 1257 570.21065 483.1 - 1257 570.2921 417.8 - 1048 475.4921 417.8 - 1048 475.4921 417.8 - 1048 475.4792 359.2 - 921 417.8792 359.2 - 921 417.8
1617 733.5 2925 1326.8 2165 982.01524 691.3 2925 1326.8 1893 858.61321 599.2 2380 1079.5 1504 682.21321 599.2 2380 1079.5 1504 682.21321 599.2 2380 1079.5 1504 682.21321 599.2 2380 1079.5 1321 599.21136 515.3 2010 911.7 1321 599.22900 1315.4 - 2900 1315.42755 1249.6 - 2755 1249.62755 1249.6 - 2755 1249.62755 1249.6 - 2755 1249.62755 1249.6 - 2755 1249.63215 1458.3 - 4080 1850.72420 1097.7 - 3535 1603.42420 1097.7 - 3535 1603.42420 1097.7 - 3535 1603.4
X- StrongSchedule 40Standard
316 APPENDIX Next Page
