The first goal of determining
the pipe sizing for a fuel gas piping system is to make
sure that there is sufficient gas pressure at the inlet to each
appliance. The majority of systems are residential and the
appliances will all have the same, or nearly the same, requirement
for minimum gas pressure at the appliance inlet. This
pressure will be about 5inch water column (w.c.) (1.25 kPa),
which is enough for proper operation of the appliance regulator
to deliver about 3.5inches water column (w.c.) (875 kPa)
to the burner itself. The pressure drop in the piping is subtracted
from the source delivery pressure to verify that the
minimum is available at the appliance.
There are other systems, however, where the required inlet pressure to the different appliances may be quite varied. In such cases, the greatest inlet pressure required must be satisfied, as well as the farthest appliance, which is almost always the critical appliance in small systems.
There is an additional requirement to be observed besides the capacity of the system at 100percent flow. That requirement is that at minimum flow, the pressure at the inlet to any appliance does not exceed the pressure rating of the appliance regulator. This would seldom be of concern in small systems if the source pressure is ^{1}/_{2} psi (14inch w.c.) (3.5 kPa) or less but it should be verified for systems with greater gas pressure at the point of supply.
To determine the size of piping used in a gas piping system, the following factors must be considered:
There are other systems, however, where the required inlet pressure to the different appliances may be quite varied. In such cases, the greatest inlet pressure required must be satisfied, as well as the farthest appliance, which is almost always the critical appliance in small systems.
There is an additional requirement to be observed besides the capacity of the system at 100percent flow. That requirement is that at minimum flow, the pressure at the inlet to any appliance does not exceed the pressure rating of the appliance regulator. This would seldom be of concern in small systems if the source pressure is ^{1}/_{2} psi (14inch w.c.) (3.5 kPa) or less but it should be verified for systems with greater gas pressure at the point of supply.
To determine the size of piping used in a gas piping system, the following factors must be considered:
 Allowable loss in pressure from point of delivery to appliance.
 Maximum gas demand.
 Length of piping and number of fittings.
 Specific gravity of the gas.
 Diversity factor.
The quantity of gas to be provided at each
outlet should be determined, whenever possible, directly
from the manufacturer's gas input Btu/h rating of the appliance
that will be installed. In case the ratings of the appliances
to be installed are not known, Table 402.2 shows the
approximate consumption (in Btu per hour) of certain types
of typical household appliances.
To obtain the cubic feet per hour of gas required, divide the total Btu/h input of all appliances by the average Btu heating value per cubic feet of the gas. The average Btu per cubic feet of the gas in the area of the installation can be obtained from the serving gas supplier.
To obtain the cubic feet per hour of gas required, divide the total Btu/h input of all appliances by the average Btu heating value per cubic feet of the gas. The average Btu per cubic feet of the gas in the area of the installation can be obtained from the serving gas supplier.
Capacities for gas at
low pressure [less than 2.0 psig (13.8 kPa gauge)] in cubic
feet per hour of 0.60 specific gravity gas for different sizes
and lengths are shown in Tables 402.4(1) and 402.4(2) for
iron pipe or equivalent rigid pipe; in Tables 402.4(8) through
402.4(11) for smooth wall sernirigid tubing; and in Tables
402.4(15) through 402.4(17) for corrugated stainless steel
tubing. Tables 402.4(1) and 402.4(6) are based upon a pressure
drop of 0.3inch w.c. (75 Pa), whereas Tables 402.4(2),
402.4(9) and 402.4(15) are based upon a pressure drop of 0.5
inch w.c. (125 Pa). Tables 402.4(3), 402.4(4), 402.4(10),
402.4(11), 402.4(16) and 402.4(17) are special lowpressure
applications based upon pressure drops greater than 0.5inch
w.c. (125 Pa). In using these tables, an allowance (in equivalent
length of pipe) should be considered for any piping run
with four or more fittings (see Table A.2.2).
For SI: 1 foot = 305 mm, 1 degree = 0.01745 rad.
Note: Values for welded fittings are for conditions where bore is not obstructed by weld spatter or backing rings. If appreciably obstructed, use values for "Screwed Fittings."
SCREWED Fittings^{1}  90° WELDING ELBOWS AND SMOOTH BENDS^{2}  
45°/EII  90°/EII  180°close return bends 
Tee  R/d=1  R/d = 1^{1}/_{3}  R/d= 2  R/d= 4  R/d= 6  R/d= 8  
k factor=  0.42  0.90  2.00  1.80  0.48  0.36  0.27  0.21  0.27  0.36  
L/d' ratio^{4} n =  14  30  67  60  16  12  9  7  9  12  
Nominal pipe size, inches 
Inside diameter d, inches, Schedule 40^{6} 
L = Equivalent Length In Feet of Schedule 40 (Standardweight) Straight Pipe^{6}  
^{1}/_{2}  0.622  0.73  1.55  3.47  3.10  0.83  0.62  0.47  0.36  0.47  0.62  
^{3}/_{4}  0.824  0.96  2.06  4.60  4.12  1.10  0.82  0.62  0.48  0.62  0.82  
1  1.049  1.22  2.62  5.82  5.24  1.40  1.05  0.79  0.61  0.79  1.05  
1^{1}/_{4}  1.380  1.61  3.45  7.66  6.90  1.84  1.38  1.03  0.81  1.03  1.38  
1^{1}/_{2}  1.610  1.88  4.02  8.95  8.04  2.14  1.61  1.21  0.94  1.21  1.61  
2  2.067  2.41  5.17  11.5  10.3  2.76  2.07  1.55  1.21  1.55  2.07  
2^{1}/_{2}  2.469  2.88  6.16  13.7  12.3  3.29  2.47  1.85  1.44  1.85  2.47  
3  3.068  3.58  7.67  17.1  15.3  4.09  3.07  2.30  1.79  2.30  3.07  
4  4.026  4.70  10.1  22.4  20.2  5.37  4.03  3.02  2.35  3.02  4.03  
5  5.047  5.88  12.6  28.0  25.2  6.72  5.05  3.78  2.94  3.78  5.05  
6  6.065  7.07  15.2  33.8  30.4  8.09  6.07  4.55  3.54  4.55  6.07  
8  7.981  9.31  20.0  44.6  40.0  10.6  7.98  5.98  4.65  5.98  7.98  
10  10.02  11.7  25.0  55.7  50.0  13.3  10.0  7.51  5.85  7.51  10.0  
12  11.94  13.9  29.8  66.3  59.6  15.9  11.9  8.95  6.96  8.95  11.9  
14  13.13  15.3  32.8  73.0  65.6  17.5  13.1  9.85  7.65  9.85  13.1  
16  15.00  17.5  37.5  83.5  75.0  20.0  15.0  11.2  8.75  11.2  15.0  
18  16.88  19.7  42.1  93.8  84.2  22.5  16.9  12.7  9.85  12.7  16.9  
20  18.81  22.0  47.0  105.0  94.0  25.1  18.8  14.1  11.0  14.1  18.8  
24  22.63  26.4  56.6  126.0  113.0  30.2  22.6  17.0  13.2  17.0  22.6  
MITER ELBOWS^{3} (No. of miters)  WELDING TEES  VALVES (screwed, flanged, or welded)  
145°  160°  190°  290°^{5}  390°^{5}  Forged  Miter^{3}  Gate  Globe  Angle  Swing Check  
k factor=  0.45  0.90  1.80  0.60  0.45  1.35  1.80  0.21  10  5.0  2.5  
L/d' ratio^{4} n =  15  30  60  20  15  45  60  7  333  167  83  
Nominal pipe size, inches 
Inside diameter d, inches, Schedule 40^{6} 
L = Equivalent Length In Feet of Schedule 40 (Standardweight) Straight Pipe^{6}  
^{1}/_{2}  0.622  0.78  1.55  3.10  1.04  0.78  2.33  3.10  0.36  17.3  8.65  4.32 
^{3}/_{4}  0.824  1.03  2.06  4.12  1.37  1.03  3.09  4.12  0.48  22.9  11.4  5.72 
1  1.049  1.31  2.62  5.24  1.75  1.31  3.93  5.24  0.61  29.1  14.6  7.27 
1^{1}/_{4}  1.380  1.72  3.45  6.90  2.30  1.72  5.17  6.90  0.81  38.3  19.1  9.58 
1^{1}/_{2}  1.610  2.01  4.02  8.04  2.68  2.01  6.04  8.04  0.94  44.7  22.4  11.2 
2  2.067  2.58  5.17  10.3  3.45  2.58  7.75  10.3  1.21  57.4  28.7  14.4 
2^{1}/_{2}  2.469  3.08  6.16  12.3  4.11  3.08  9.25  12.3  1.44  68.5  34.3  17.1 
3  3.068  3.84  7.67  15.3  5.11  3.84  11.5  15.3  1.79  85.2  42.6  21.3 
4  4.026  5.04  10.1  20.2  6.71  5.04  15.1  20.2  2.35  112.0  56.0  28.0 
5  5.047  6.30  12.6  25.2  8.40  6.30  18.9  25.2  2.94  140.0  70.0  35.0 
6  6.065  7.58  15.2  30.4  10.1  7.58  22.8  30.4  3.54  168.0  84.1  42.1 
8  7.981  9.97  20.0  40.0  13.3  9.97  29.9  40.0  4.65  22.0  111.0  55.5 
10  10.02  12.5  25.0  50.0  16.7  12.5  37.6  50.0  5.85  278.0  139.0  69.5 
12  11.94  14.9  29.8  59.6  19.9  14.9  44.8  59.6  6.96  332.0  166.0  83.0 
14  13.13  16.4  32.8  65.6  21.9  16.4  49.2  65.6  7.65  364.0  182.0  91.0 
16  15.00  18.8  37.5  75.0  25.0  18.8  56.2  75.0  8.75  417.0  208.0  104.0 
18  16.88  21.1  42.1  84.2  28.1  21.1  63.2  84.2  9.85  469.0  234.0  117.0 
20  18.81  23.5  47.0  94.0  31.4  23.5  70.6  94.0  11.0  522.0  261.0  131.0 
24  22.63  28.3  56.6  113.0  37.8  28.3  85.0  113.0  13.2  629.0  314.0  157.0 
Note: Values for welded fittings are for conditions where bore is not obstructed by weld spatter or backing rings. If appreciably obstructed, use values for "Screwed Fittings."
 Flanged fittings have threefourths the resistance of screwed elbows and tees.
 Tabular figures give the extra resistance due to curvature alone to which should be added the full length of travel.
 Small size socketwelding fittings are equivalent to miter elbows and miter tees.
 Equivalent resistance in number of diameters of straight pipe computed for a value of (f  0.0075) from the relation (n  k/4f).
 For condition of minimum resistance where the centerline length of each miter is between d and 2^{1}/_{2}d.
 For pipe having other inside diameters, the equivalent resistance can be computed from the above n values.
Capacities in
thousands of Btu per hour of undiluted liquefied petroleum
gases based on a pressure drop of 0.5inch w.c. (125 Pa) for
different sizes and lengths are shown in Table 402.4(28) for
iron pipe or equivalent rigid pipe, in Table 402.4(30) for
smooth wall semirigid tubing, in Table 402.4(32) for corrugated
stainless steel tubing, and in Tables 402.4(35) and
402.4(37) for polyethylene plastic pipe and tubing. Tables
402.4(33) and 402.4(34) for corrugated stainless steel tubing
and Table 402.4(36) for polyethylene plastic pipe are based
on operating pressures greater than 1^{1}/_{2} pounds per square
inch (psi) (3.5 kPa) and pressure drops greater than 0.5inch
w.c. (125 Pa). In using these tables, an allowance (in equivalent
length of pipe) should be considered for any piping run
with four or more fittings [see Table A.2.2].
Gas piping systems that
are to be supplied with gas of a specific gravity of 0.70 or less
can be sized directly from the tables provided in this code,
unless the code official specifies that a gravity factor be
applied. Where the specific gravity of the gas is greater than
0.70, the gravity factor should be applied.
Application of the gravity factor converts the figures
given in the tables provided in this code to capacities for
another gas of different specific gravity. Such application
is accomplished by multiplying the capacities given in the
tables by the multipliers shown in Table A.2.4. In case the
exact specific gravity does not appear in the table, choose
the next higher value specific gravity shown.
SPECIFIC GRAVITY 
MULTIPLIER  SPECIFIC GRAVITY 
MULTIPLIER 
0.35  1.31  1.00  0.78 
0.40  1.23  1.10  0.74 
0.45  1.16  1.20  0.71 
0.50  1.10  1.30  0.68 
0.55  1.04  1.40  0.66 
0.60  1.00  1.50  0.63 
0.65  0.96  1.60  0.61 
0.70  0.93  1.70  0.59 
0.75  0.90  1.80  0.58 
0.80  0.87  1.90  0.56 
0.85  0.84  2.00  0.55 
0.90  0.82  2.10  0.54 
Capacities for
gas at pressures 2.0 psig (13.8 kPa) or greater in cubic feet
per hour of 0.60 specific gravity gas for different sizes and
lengths are shown in Tables 402.4(5) through 402.4(7) for
iron pipe or equivalent rigid pipe; Tables 402.4(12) to
402.4(14) for semirigid tubing; Tables 402.4(18) and
402.4(19) for corrugated stainless steel tubing; and Table
402.4(22) for polyethylene plastic pipe.
This sizing method is conservative
in its approach by applying the maximum operating
conditions in the system as the norm for the system and by
setting the length of pipe used to size any given part of the
piping system to the maximum value.
To determine the size of each section of gas piping in a system within the range of the capacity tables, proceed as follows (also see sample calculations included in this Appendix):
Where a large number of piping components (such as elbows, tees and valves) are installed in a pipe run, additional pressure loss can be accounted for by the use of equivalent lengths. Pressure loss across any piping component can be equated to the pressure drop through a length of pipe. The equivalent length of a combination of only four elbows/tees can result in a jump to the next larger length row, resulting in a significant reduction in capacity. The equivalent lengths in feet shown in Table A.2.2 have been computed on a basis that the inside diameter corresponds to that of Schedule 40 (standard weight) steel pipe, which is close enough for most purposes involving other schedules of pipe. Where a more specific solution for equivalent length is desired, this can be made by multiplying the actual inside diameter of the pipe in inches by n/12, or the actual inside diameter in feet by n (n can be read from the table heading). The equivalent length values can be used with reasonable accuracy for copper or brass fittings and bends although the resistance per foot of copper or brass pipe is less than that of steel. For copper or brass valves, however, the equivalent length of pipe should be taken as 45 percent longer than the values in the table, which are for steel pipe.
To determine the size of each section of gas piping in a system within the range of the capacity tables, proceed as follows (also see sample calculations included in this Appendix):
 Divide the piping system into appropriate segments consistent with the presence of tees, branch lines and main runs. For each segment, determine the gas load (assuming all appliances operate simultaneously) and its overall length. An allowance (in equivalent length of pipe) as determined from Table A.2.2 shall be considered for piping segments that include four or more fittings.
 Determine the gas demand of each appliance to be attached to the piping system. Where Tables 402.4(1) through 402.4(24) are to be used to select the piping size, calculate the gas demand in terms of cubic feet per hour for each piping system outlet. Where Tables 402.4(25) through 402.4(37) are to be used to select the piping size, calculate the gas demand in terms of thousands of Btu per hour for each piping system outlet.
 Where the piping system is for use with other than undiluted liquefied petroleum gases, determine the design system pressure, the allowable loss in pressure (pressure drop), and specific gravity of the gas to be used in the piping system.
 Determine the length of piping from the point of delivery to the most remote outlet in the building/ piping system.
 In the appropriate capacity table, select the row showing the measured length or the next longer length if the table does not give the exact length. This is the only length used in determining the size of any section of gas piping. If the gravity factor is to be applied, the values in the selected row of the table are multiplied by the appropriate multiplier from Table A.2.4.
 Use this horizontal row to locate ALL gas demand figures for this particular system of piping.
 Starting at the most remote outlet, find the gas demand for that outlet in the horizontal row just selected. If the exact figure of demand is not shown, choose the next larger figure left in the row.
 Opposite this demand figure, in the first row at the top, the correct size of gas piping will be found.
 Proceed in a similar manner for each outlet and each section of gas piping. For each section of piping, determine the total gas demand supplied by that section.
Where a large number of piping components (such as elbows, tees and valves) are installed in a pipe run, additional pressure loss can be accounted for by the use of equivalent lengths. Pressure loss across any piping component can be equated to the pressure drop through a length of pipe. The equivalent length of a combination of only four elbows/tees can result in a jump to the next larger length row, resulting in a significant reduction in capacity. The equivalent lengths in feet shown in Table A.2.2 have been computed on a basis that the inside diameter corresponds to that of Schedule 40 (standard weight) steel pipe, which is close enough for most purposes involving other schedules of pipe. Where a more specific solution for equivalent length is desired, this can be made by multiplying the actual inside diameter of the pipe in inches by n/12, or the actual inside diameter in feet by n (n can be read from the table heading). The equivalent length values can be used with reasonable accuracy for copper or brass fittings and bends although the resistance per foot of copper or brass pipe is less than that of steel. For copper or brass valves, however, the equivalent length of pipe should be taken as 45 percent longer than the values in the table, which are for steel pipe.
This sizing method reduces
the amount of conservatism built into the traditional Longest
Length Method. The longest length as measured from the
meter to the furthest remote appliance is only used to size the
initial parts of the overall piping system. The Branch Length
Method is applied in the following manner:
 Determine the gas load for each of the connected appliances.
 Starting from the meter, divide the piping system into a number of connected segments, and determine the length and amount of gas that each segment would carry assuming that all appliances were operated simultaneously. An allowance (in equivalent length of pipe) as determined from Table A.2.2 should be considered for piping segments that include four or more fittings.
 Determine the distance from the outlet of the gas meter to the appliance furthest removed from the meter.
 Using the longest distance (found in Step 3), size each piping segment from the meter to the most remote appliance outlet.
 For each of these piping segments, use the longest length and the calculated gas load for all of the connected appliances for the segment and begin the sizing process in Steps 6 through 8.
 Referring to the appropriate sizing table (based on operating conditions and piping material), find the longest length distance in the first column or the next larger distance if the exact distance is not listed. The use of alternative operating pressures and/or pressure drops will require the use of a different sizing table, but will not alter the sizing methodology. In many cases, the use of alternative operating pressures and/or pressure drops will require the approval of both the code official and the local gas serving utility.
 Trace across this row until the gas load is found or the closest larger capacity if the exact capacity is not listed.
 Read up the table column and select the appropriate pipe size in the top row. Repeat Steps 6, 7 and 8 for each pipe segment in the longest run.
 Size each remaining section of branch piping not previously sized by measuring the distance from the gas meter location to the most remote outlet in that branch, using the gas load of attached appliances and following the procedures of Steps 2 through 8.
The sizing of a 2 psi (13.8
kPa) gas piping system is performed using the traditional
Longest Length Method but with modifications. The 2 psi
(13.8 kPa) system consists of two independent pressure
zones, and each zone is sized separately. The Hybrid Pressure
Method is applied as follows:
The sizing of the 2 psi (13.8 kPa) section (from the meter to the line regulator) is as follows:
The sizing of the 2 psi (13.8 kPa) section (from the meter to the line regulator) is as follows:
 Calculate the gas load (by adding up the name plate ratings) from all connected appliances. (In certain circumstances the installed gas load can be increased up to 50 percent to accommodate future addition of appliances.) Ensure that the line regulator capacity is adequate for the calculated gas load and that the required pressure drop (across the regulator) for that capacity does not exceed ^{3}/_{4} psi (5.2 kPa) for a 2 psi (13.8 kPa) system. If the pressure drop across the regulator is too high (for the connected gas load), select a larger regulator.
 Measure the distance from the meter to the line regulator located inside the building.
 If there are multiple line regulators, measure the distance from the meter to the regulator furthest removed from the meter.
 The maximum allowable pressure drop for the 2 psi (13.8 kPa) section is 1 psi (6.9 kPa).
 Referring to the appropriate sizing table (based on piping material) for 2 psi (13.8 kPa) systems with a 1 psi (6.9 kPa) pressure drop, find this distance in the first column, or the closest larger distance if the exact distance is not listed.
 Trace across this row until the gas load is found or the closest larger capacity if the exact capacity is not listed.
 Read up the table column to the top row and select the appropriate pipe size.
 If there are multiple regulators in this portion of the piping system, each line segment must be sized for its actual gas load, but using the longest length previously determined above.
 Determine the gas load for each of the connected appliances.
 Starting from the line regulator, divide the piping system into a number of connected segments or independent parallel piping segments, and determine the amount of gas that each segment would carry assuming that all appliances were operated simultaneously. An allowance (in equivalent length of pipe) as determined from Table A.2.2 should be considered for piping segments that include four or more fittings.
 For each piping segment, use the actual length or
longest length (if there are subbranchlines) and the
calculated gas load for that segment and begin the
sizing process as follows:
 Referring to the appropriate sizing table (based on operating pressure and piping material), find the longest length distance in the first column or the closest larger distance if the exact distance is not listed. The use of alternative operating pressures and/or pressure drops will require the use of a different sizing table, but will not alter the sizing methodology. In many cases, the use of alternative operating pressures and/or pressure drops can require the approval of the code official.
 Trace across this row until the appliance gas load is found or the closest larger capacity if the exact capacity is not listed.
 Read up the table column to the top row and select the appropriate pipe size.
 Repeat this process for each segment of the piping system.
This sizing
method is less conservative than the others, but it allows the
designer to immediately see where the largest pressure drop
occurs in the system. With this information, modifications
can be made to bring the total drop to the critical appliance
within the limitations that are presented to the designer.
Follow the procedures described in the Longest Length Method for Steps (1) through (4) and (9).
For each piping segment, calculate the pressure drop based on pipe size, length as a percentage of 100 feet (30 480 mm) and gas flow. Table A.3.4 shows pressure drop per 100 feet (30 480 mm) for pipe sizes from ^{1}/_{2} inch (12.7 mm) through 2 inches (51 mm). The sum of pressure drops to the critical appliance is subtracted from the supply pressure to verify that sufficient pressure will be available. If not, the layout can be examined to find the high drop section(s) and sizing selections modified.
Note: Other values can be obtained by using the following equation:
For example, if it is desired to get flow through ^{3}/_{4}inch (19.1 mm) pipe at 2 inches/100 feet, multiply the capacity of ^{3}/_{4}inch (19.1 mm) pipe at 1 inch/100 feet by the square root of the pressure ratio:
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
Follow the procedures described in the Longest Length Method for Steps (1) through (4) and (9).
For each piping segment, calculate the pressure drop based on pipe size, length as a percentage of 100 feet (30 480 mm) and gas flow. Table A.3.4 shows pressure drop per 100 feet (30 480 mm) for pipe sizes from ^{1}/_{2} inch (12.7 mm) through 2 inches (51 mm). The sum of pressure drops to the critical appliance is subtracted from the supply pressure to verify that sufficient pressure will be available. If not, the layout can be examined to find the high drop section(s) and sizing selections modified.
Note: Other values can be obtained by using the following equation:
For example, if it is desired to get flow through ^{3}/_{4}inch (19.1 mm) pipe at 2 inches/100 feet, multiply the capacity of ^{3}/_{4}inch (19.1 mm) pipe at 1 inch/100 feet by the square root of the pressure ratio:
PRESSURE DROP PER 100 FEET IN INCHES w.c 
PIPE SIZES (inch)  
^{1}/_{2}  ^{3}/_{4}  1  1^{1}/_{4}  1^{1}/_{2}  2  
0.2  31  64  121  248  372  716 
0.3  38  79  148  304  455  877 
0.5  50  104  195  400  600  1160 
1.0  71  147  276  566  848  1640 
Capacities of smooth wall pipe
or tubing can also be determined by using the following formulae:
 High Pressure [1.5 psi (10.3 kPa) and above]:
 Low Pressure [Less than 1.5 psi (10.3 kPa)]:
where: Q = Rate, cubic feet per hour at 60°F and 30inch
mercury columnD = Inside diameter of pipe, in. P_{1} = Upstream pressure, psia P_{2} = Downstream pressure, psia Y = Superexpansibility factor = 1/supercompressibility
factorC_{r} = Factor for viscosity, density and temperature*
=
Note: See Table 402.4 for Y and C_{r} for natural gas and
propane.
S = Specific gravity of gas at 60°F and 30inch mercury
column (0.60 for natural gas, 1.50 for propane),
or=1488μT = Absolute temperature, °F or = t + 460 t = Temperature, °F Z = Viscosity of gas, centipoise (0.012 for natural gas,
0.008 for propane), or= 1488μfba = Base friction factor for air at 60°F (CF= 1) L = Length of pipe, ft ΔH = Pressure drop, in. w.c. (27.7 in. H_{2}O = 1 psi)
(For SI, see Section 402.4)
Where the internal diameter is
determined by the formulas in Section 402.4, Tables A.5.1
and A.5.2 can be used to select the nominal or standard pipe
size based on the calculated internal diameter.
For SI: 1 inch = 25.4 mm.
For SI: 1 inch = 25.4 mm.
NOMINAL SIZE (inch) 
INTERNAL DIAMETER (inch) 
NOMINAL SIZE (inch) 
INTERNAL DIAMETER (inch) 
^{1}/_{4}  0.364  1^{1}/_{2}  1.610 
^{3}/_{8}  0.493  2  2.067 
^{1}/_{2}  0.622  2^{1}/_{2}  2.469 
^{3}/_{4}  0.824  3  3.068 
1  1.049  3^{1}/_{2}  3.548 
1^{1}/_{4}  1.380  4  4.026 
TUBE TYPE 
NOMINAL OR STANDARD SIZE (inches) 
INTERNAL DIAMETER (inches) 
K  ^{1}/_{4}  0.305 
L  ^{1}/_{4}  0.315 
ACR (D)  ^{3}/_{8}  0.315 
ACR (A)  ^{3}/_{8}  0.311 
K  ^{3}/_{8}  0.402 
L  ^{3}/_{8}  0.430 
ACR (D)  ^{1}/_{2}  0.430 
ACR (A)  ^{1}/_{2}  0.436 
K  ^{1}/_{2}  0.527 
L  ^{1}/_{2}  0.545 
ACR(D)  ^{5}/_{8}  0.545 
ACR (A)  ^{5}/_{8}  0.555 
K  ^{5}/_{8}  0.652 
L  ^{5}/_{8}  0.666 
ACR (D)  ^{3}/_{4}  0.666 
ACR (A)  ^{3}/_{4}  0.680 
K  ^{3}/_{4}  0.745 
L  ^{3}/_{4}  0.785 
ACR  ^{7}/_{8}  0.785 
K  1  0.995 
L  1  1.025 
ACR  1^{1}/_{8}  1.025 
K  1^{1}/_{4}  1.245 
L  1^{1}/_{4}  1.265 
ACR  1^{3}/_{8}  1.265 
K  1^{1}/_{2}  1.481 
L  1^{1}/_{2}  1.505 
ACR  1^{5}/_{8}  1.505 
K  2  1.959 
L  2  1.985 
ACR  2^{1}/_{8}  1.985 
K  2^{1}/_{2}  2.435 
L  2^{1}/_{2}  2.465 
ACR  2^{5}/_{8}  2.465 
K  3  2.907 
L  3  2.945 
ACR  3^{1}/_{8}  2.945 
Determine the
required pipe size of each section and outlet of the piping system
shown in Figure A.6.1, with a designated pressure drop
of 0.5inch w.c. (125 Pa) using the Longest Length Method.
The gas to be used has 0.60 specific gravity and a heating
value of 1,000 Btu/ft^{3} (37.5 MJ/m^{3}).
Solution:
Solution:

Maximum gas demand for Outlet A:
 The length of pipe from the point of delivery to the most remote outlet (A) is 60 feet (18288 mm). This is the only distance used.
 Using the row marked 60 feet (18288 mm) in Table
402.4(2):
 Outlet A, supplying 35 cfh (0.99 m^{3}/hr), requires ^{1}/_{2}inch pipe.
 Outlet B, supplying 75 cfh (2.12 m^{3}/hr), requires ^{3}/_{4}inch pipe.
 Section 1, supplying Outlets A and B, or 110 cfh (3.11 m^{3}/hr), requires ^{3}/_{4}inch pipe.
 Section 2, supplying Outlets C and D, or 135 cfh (3.82 m^{3}/hr), requires ^{3}/_{4}inch pipe.
 Section 3, supplying Outlets A, B, C and D, or 245 cfh (6.94 m^{3}/hr), requires 1inch pipe.
 If a different gravity factor is applied to this example, the values in the row marked 60 feet (18 288 mm) of Table 402.4(2) would be multiplied by the appropriate multiplier from Table A.2.4 and the resulting cubic feet per hour values would be used to size the piping.
Determine
the required CSST size of each section of the piping
system shown in Figure A.6.2, with a designated pressure
drop of 1 psi (6.9 kPa) for the 2 psi (13.8 kPa) section and 3inch w.c. (0.75 kPa) pressure drop for the 13inch w.c. (2.49
kPa) section. The gas to be used has 0.60 specific gravity and
a heating value of 1,000 Btu/ft^{3} (37.5 MJ/ m^{3}).
Solution:
Solution:
 Size 2 psi (13.8 kPa) line using Table 402.4(18).
 Size 10inch w.c. (2.5 kPa) lines using Table 402.4(16).
 Using the following, determine if sizing tables can be
used.
 Total gas load shown in Figure A.6.2 equals 110 cfh (3.11 m^{3}/hr).
 Determine pressure drop across regulator [see notes in Table 402.4(18)].
 If pressure drop across regulator exceeds ^{3}/_{4}
psig (5.2 kPa), Table 402.4(18) cannot be used.
Note: If pressure drop exceeds ^{3}/_{4} psi (5.2 kPa), then a larger regulator must be selected or an alternative sizing method must be used.  Pressure drop across the line regulator [for 110 cfh (3.11 m^{3}/hr)] is 4inch w.c. (0.99 kPa) based on manufacturer's performance data.
 Assume the CSST manufacturer has tubing sizes or EHDs of 13, 18, 23 and 30.
 Section A [2 psi (13.8 kPa) zone]
 Distance from meter to regulator = 100 feet (30480 mm).
 Total load supplied by A= 110 cfh (3.11 m^{3}/hr) (furnace+ water heater+ dryer).
 Table 402.4(18) shows that EHD size 18 should
be used.
Note: It is not unusual to oversize the supply line by 25 to 50 percent of the asinstalled load. EHD size 18 has a capacity of 189 cfh (5.35 m^{3}/hr).
 Section B (low pressure zone)
 Distance from regulator to furnace is 15 feet (4572 mm).
 Load is 60 cfh (1.70 m^{3}/hr).
 Table 402.4(16) shows that EHD size 13 should be used.
 Section C (low pressure zone)
 Distance from regulator to water heater is 10 feet (3048 mm).
 Load is 30 cfh (0.85 m^{3}/hr).
 Table 402.4(16) shows that EHD size 13 should be used.
 Section D (low pressure zone)
 Distance from regulator to dryer is 25 feet (7620 mm).
 Load is 20 cfh (0.57 m^{3}/hr).
 Table 402.4(16) shows that EHD size 13 should be used.
Determine the
required sernirigid copper tubing size of each section of the
piping system shown in Figure A.6.3, with a designated pressure
drop of 1inch w.c. (250 Pa) (using the Branch Length
Method). The gas to be used has 0.60 specific gravity and a
heating value of 1,000 Btu/ft^{3} (37.5 MJ/m^{3}).
Solution:
Solution:
 Section A
 The length of tubing from the point of delivery to the most remote appliance is 50 feet (15240 mm), A+ C.
 Use this longest length to size Sections A and C.
 Using the row marked 50 feet (15240 mm) in Table 402.4(10), Section A, supplying 220 cfh (6.2 m^{3}/hr) for four appliances requires 1inch tubing.

Section B
 The length of tubing from the point of delivery to the range/oven at the end of Section B is 30 feet (9144 mm), A+ B.
 Use this branch length to size Section B only.
 Using the row marked 30 feet (9144 mm) in Table 402.4(10), Section B, supplying 75 cfh (2.12 m^{3}/hr) for the range/oven requires ^{1}/_{2}inch tubing.

Section C
 The length of tubing from the point of delivery to the dryer at the end of Section C is 50 feet (15240 mm), A+ C.
 Use this branch length to size Section C.
 Using the row marked 50 feet (15 240 mm) in Table 402.4(10), Section C, supplying 30 cfh (0.85 m^{3}/hr) for the dryer requires ^{3}/_{8}inch tubing.

Section D
 The length of tubing from the point of delivery to the water heater at the end of Section D is 30 feet (9144 mm), A+ D.
 Use this branch length to size Section D only.
 Using the row marked 30 feet (9144 mm) in Table 402.4(10), Section D, supplying 35 cfh (0.99 m^{3}/hr) for the water heater requires ^{3}/_{8}inch tubing.

Section E
 The length of tubing from the point of delivery to the furnace at the end of Section E is 30 feet (9144 mm), A+ E.
 Use this branch length to size Section E only.
 Using the row marked 30 feet (9144 mm) in Table 402.4(10), Section E, supplying 80 cfh (2.26 m^{3}/hr) for the furnace requires ^{1}/_{2}inch tubing.
Determine the required CSST size for Section G (retrofit
application) of the piping system shown in Figure A.6.4,
with a designated pressure drop of 0.5inch w.c. (125 Pa)
using the branch length method. The gas to be used has 0.60
specific gravity and a heating value of 1,000 Btu/ft 3 (37.5
MJ/m^{3}).
Solution:
Solution:
 The length of pipe and CSST from the point of delivery to the retrofit appliance (barbecue) at the end of Section G is 40 feet (12192 mm), A + B + G.
 Use this branch length to size Section G.
 Assume the CSST manufacturer has tubing sizes or EHDs of 13, 18, 23 and 30.
 Using the row marked 40 feet (12192 mm) in Table 402.4(15), Section G, supplying 40 cfh (1.13 m^{3}/hr) for the barbecue requires EHD 18 CSST.
 The sizing of Sections A, B, F and E must be checked to ensure adequate gas carrying capacity since an appliance has been added to the piping system (see A.6.1 for details).
A test piping system is installed on a warm
autumn afternoon when the temperature is 70°F (21°C). In
accordance with local custom, the new piping system is subjected
to an air pressure test at 20 psig (138 kPa). Overnight,
the temperature drops and when the inspector shows up first
thing in the morning the temperature is 40°F (4°C).
If the volume of the piping system is unchanged, then the formula based on Boyle's and Charles' Jaw for determining the new pressure at a reduced temperature is as follows:
Therefore, the gauge could be expected to register 18 psig (124 kPa) when the ambient temperature is 40°F (4°C).
If the volume of the piping system is unchanged, then the formula based on Boyle's and Charles' Jaw for determining the new pressure at a reduced temperature is as follows:
where:  
T_{1}  =  Initial temperature, absolute (T_{1} + 459) 
T_{2}  =  Final temperature, absolute (T_{2} + 459) 
P_{1}  =  Initial pressure, psia (P_{1} + 14.7) 
P_{2}  =  Final pressure, psia (P_{2} + 14.7) 
P_{2}  =  32.7  14.7 
P_{2}  =  18 psig 
Therefore, the gauge could be expected to register 18 psig (124 kPa) when the ambient temperature is 40°F (4°C).
Using the layout shown in Figure A.6.1 and ΔH =
pressure drop, in w.c. (27.7 in. H_{2}O= 1 psi), proceed as follows:
 Length to A = 20 feet, with 35,000 Btu/hr.
For ^{1}/_{2}inch pipe, ΔH = ^{20feet}/_{100feet} × 0.3 inch w.c. = 0.06 in w.c.  Length to B = 15 feet, with 75,000 Btu/hr.
For ^{3}/_{4}inch pipe, ΔH = ^{15feet}/_{100feet} × 0.3 inch w.c. = 0.045 in w.c.  Section 1 = 10 feet, with 110,000 Btu/hr. Here there is
a choice:
For 1inch pipe, ΔH = ^{10feet}/_{100feet} × 0.2 inch w.c.
For ^{3}/_{4}inch pipe, ΔH = ^{10feet}/_{100feet} × [ 0.5 inch w.c. +^{110,000Btu}/_{hr104,000Btu/hr}× (10 inches w.c.  0.5 inch w.c.)]=0.1 × 0.57 inch w.c0.06 inch w.c.
Note that the pressure drop between 104,000 Btu/hr and 147,000 Btu/hr has been interpolated as 110,000 Btu/hr.  Section 2 = 20 feet, with 135,000 Btu/hr. Here there is
a choice:
Note that the pressure drop between 121,000 Btu/hr and 148,000 Btu/hr has been interpolated as 135,000 Btu/hr, but interpolation for the ^{3}/_{4}inch pipe (trivial for 104,000 Btu/hr to 147,000 Btu/hr) was not used.  Section 3 = 30 feet, with 245,000 Btu/hr. Here there is
a choice:
Note that interpolation for these options is ignored since the table values are close to the 245,000 Btu/hr carried by that section.  The total pressure drop is the sum of the section
approaching A, Sections 1 and 3, or either of the
following, depending on whether an absolute
minimum is needed or the larger drop can be
accommodated.
Minimum pressure drop to farthest appliance:
ΔH = 0.06 inch w.c. + 0.02 inch w.c. + 0.06 inch w.c.
= 0.14 inch w.c.
Larger pressure drop to the farthest appliance:
ΔH = 0.06 inch w.c. + 0.06 inch w.c. + 0.3 inch w.c. = 0.42 inch w.c.
Notice that Section 2 and the run to B do not enter into this calculation, provided that the appliances have similar input pressure requirements.
For SI units: 1 Btu/hr= 0.293 W, 1 cubic foot= 0.028 m^{3}, 1 foot= 0.305 m, 1 inch w.c. = 249 Pa.