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Creating a piping class – step by step with an example

A piping class is created in a fixed sequence. Each step settles something the next one builds on – and starting at the end, with wall thickness, means calculating with values nobody has decided yet. This article walks through the sequence using an example: carbon steel, 25 bar, 200 °C, DN 25 to DN 200.

Author
Dr.-Ing. Philipp Schwittek
Reading time
9 minutes
Updated
04. October 2026
The key points
  • Service range first: fluid, design pressure and design temperature – everything else depends on it.
  • The design stress comes from the material standard at calculation temperature, not from the room-temperature value.
  • A percentage negative tolerance is not added but taken into account by division.
  • At moderate pressure the selected thickness is far above the calculated one – the calculation confirms this, it does not determine it.
  • The owner’s requirements belong at the start, not in the correction loop.
01

Step 1: define service range and requirements

A class applies to a range, not to a line. To be defined are the fluid or fluid group, the design pressure, the design temperature – including the lowest – the fluid group under the Pressure Equipment Directive and the range of nominal sizes.

The owner’s requirements belong in the same place: preferred materials, approved component types, excluded gasket materials, an existing designation system. Learning of them after the calculation means calculating twice. If a value is missing, one is proposed and visibly marked as an assumption.

For the example: hot water, design pressure 25 bar, design temperature 200 °C, DN 25 to DN 200, code EN 13480.

02

Step 2: select material and corrosion allowance

The material follows from fluid and temperature, the corrosion allowance from fluid, material and intended service life. Both are design decisions, not code values. The allowance applies uniformly to all components of the class.

The strength values at calculation temperature are taken from the material standard. For non-austenitic steels the design stress to EN 13480-3 is the lower of the elevated-temperature yield strength divided by 1.5 and the tensile strength divided by 2.4.

For the example we assume: seamless pipe in carbon steel for elevated temperature, yield strength at 200 °C of 185 N/mm², tensile strength 360 N/mm². These are assumptions for this example, not standard values – a real design uses the values in the material standard for the chosen grade and thickness. This gives f = min(185 / 1.5; 360 / 2.4) = min(123.3; 150) = 123.3 N/mm². Corrosion allowance c0 = 1.0 mm.

03

Step 3: calculate wall thicknesses

The minimum thickness of straight pipe is e = pc · Do / (2 · f · z + pc). With pc = 2.5 N/mm², f = 123.3 N/mm² and z = 1 for seamless pipe the denominator is 2 · 123.3 + 2.5 = 249.2 N/mm².

For DN 150 with an outside diameter of 168.3 mm: e = 2.5 · 168.3 / 249.2 = 1.69 mm. The corrosion allowance is added. We assume a negative tolerance of 12.5 per cent of the ordered thickness; it is therefore not added but taken into account by division: (1.69 + 1.0) · 100 / (100 − 12.5) = 3.07 mm. There is no fabrication allowance c2 for straight pipe.

The table shows the same calculation for five sizes. In every row the selected thickness is well above the required one – at 25 bar it is not internal pressure that sets the wall but the commonly available dimension. That is exactly what the calculation is meant to confirm: it shows how much margin the class has and up to which pressure the pipe is not the weakest link.

04

Step 4: assign flanges, gaskets and bolting

For the flanges, the PN designation is sought whose allowable pressure at design temperature reaches the design pressure. The pressure-temperature table of EN 1092-1 for the material group of the flange is used for this. At 200 °C the allowable pressure is below the numerical value of the PN designation – whether PN 25 is enough or PN 40 is needed is decided by the table, not by the designation.

With the rating, flange type and facing are settled, together with matching gasket and bolting. For gaskets, chemical resistance and temperature limit count; for bolting, the material at temperature. The pressure-temperature curve found in this way is the limit of the whole class.

05

Step 5: fittings and branch table

Bends, tees, reducers and caps are specified by dimensional standard and type. For butt-welding fittings to EN 10253 this is the type with full pressure capability if the fittings are to have the same pressure limit as the pipe.

The branch table states for every combination of run and branch size which design is permitted: tee, reducing tee, welded-in branch with or without reinforcement. Where a welded-in branch is intended, the reinforcement of the opening is verified to EN 13480-3 – once, for the class.

06

Step 6: valves and testing

Valves are described by type, pressure rating, body material and end connection, not by make. For testing, the class states the extent of non-destructive testing of the welds – the joint coefficient depends on it – and the pressure test.

For the hydrostatic test the Pressure Equipment Directive requires the greater of 1.43 times the maximum allowable pressure and 1.25 times the loading in service, converted by the ratio of strength values at test and design temperature.

07

Step 7: class sheet and calculation record

Two documents result. The class sheet is the table for everyday use: header with service range, pressure-temperature limits, components per size, branch table. The calculation record is what lies behind it – every wall thickness, every opening, every assumption.

Both carry the same revision status and name the codes with their editions. Even years later it is then possible to trace why the table says what it says – and what has to be checked if the service range changes.

Overview

Wall thicknesses in the example: 25 bar, 200 °C, f = 123.3 N/mm² (assumed)

Nominal size Outside diameter Minimum thickness e Required ordered thickness Selected
DN 25 33.7 mm 0.34 mm 1.53 mm 2.6 mm
DN 50 60.3 mm 0.61 mm 1.83 mm 2.9 mm
DN 100 114.3 mm 1.15 mm 2.45 mm 3.6 mm
DN 150 168.3 mm 1.69 mm 3.07 mm 4.5 mm
DN 200 219.1 mm 2.20 mm 3.66 mm 6.3 mm
Frequently asked questions

Frequently asked questions about Creating a piping class: an example

What information is needed to create a piping class?

Fluid, design pressure, highest and lowest design temperature, range of nominal sizes, the required code, material requirements, a corrosion allowance and any existing company standards or classes. Whatever is missing is proposed as an assumption and marked as such.

Why is the selected thickness so much greater than the calculated one?

Because at moderate pressure it is not internal pressure that sets the wall. Commonly available dimensions are selected that can be welded, bent and handled on site. The calculation shows that they are sufficient – and how large the margin is.

Can a piping class be created to the owner’s company standards?

Yes. Company standards usually fix materials, component types and designations, not the design check. The class is built within those requirements and calculated to the chosen code. Where a requirement conflicts with the code, that is resolved before the calculation.

Does the table also apply to welded pipe?

Only with the appropriate joint coefficient. For welded pipe z is 1, 0.85 or 0.7 depending on the extent of testing; the minimum thickness rises accordingly. The class therefore has to state whether seamless or welded pipe is permitted and with what extent of testing.

Does a piping class replace a pipe stress analysis?

No. The class verifies the components against internal pressure. Whether a line as a system carries the loads from weight, thermal expansion and nozzle loads is shown by the pipe stress analysis – for the individual line, with its actual routing and supports.

About the author

Dr.-Ing. Philipp Schwittek

Managing Director, Entracon Planungsgesellschaft mbH

Engineer with a doctorate, specialising in plant engineering, digital design and process automation – from simulation through to commissioning.

  • Sizing
  • Design
  • Plant engineering
  • Standards and safety
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