Piping Design and Layout

Pipe Rack Design and Calculations

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A Pipe rack is a structure designed and installed specifically to support multiple pipes, where an adequate building or structure is not available (mainly outside the building).

Pipe racks are necessary for arranging the process and utility pipelines throughout the plant. It connects all the equipment (installed at a different location) with lines that can not run through adjacent areas.

Pipe racks are also used in secondary ways, as it also carries the electrical wire, instrument wire, fire fighting systems, lights, etc. Air-cooled or fin-fan type heat exchangers are often supported above pipe racks to reduce the plant space requirements.

Fig. 1: Typical Pipe Rack

Pipe Rack Type

There are mainly three types of Pipe rack-

  1. Steel Structure Type
  2. RCC Structure Type
  3. Sleeper Type (This is also called Pipe Track)

Steel Structure Pipe Rack

A steel structure type pipe rack is preferred for lines up to 12″ or 300 MB.

RCC Structure Pipe Rack

An RRC structure-type pipe rack is preferred for lines above 12″ or 300 MB and up-to 30″ or 750 MB. It is also used if the pipe rack height is above 10 m.

Sleeper Type Pipe Rack or Pipe Track

Sleeper type pipe racks are mainly used for pipelines above 30″ or 750 MB.

Fig. 2: Pipe Rack Type

The most commonly used shapes for racks are L/T/U/H/Z. The shapes are mainly decided based on space availability and optimized use of space and material.

Note: the above conditions are not fixed, it can slightly differ from company to company.

Documents Required for Pipe Rack Development

Pipe Rack Designing involves considerable planning and coordination with other engineering groups to deliver error-free work. Following documents or engineering deliverables are required-

  • PFD (Process Flow Diagram)
  • P&ID (Piping and Instrumentation Diagram)
  • Line List
  • Line Routing Diagram or GAD
  • Over All Plot Plan
  • Unit Plot Plan
  • Equipment Layout
  • Piping Material Specifications
  • Client Specification
  • Fire-Proofing Information

Who Designs What?

Pipe rack designing is not a one-man army job. It involves a lot of engineering calculations and so required contribution from the different engineering disciplines. Let’s see the below table

Work DonePrepared BySubmitted To
1. Pipe rack width, height & length calculations
2. Calculation of Pipes and equipment loads on Pipe rack
Piping EngineerStructure & Civil Engineer
3. Size and Type of Member (Column and beam) selection as per different loads (like pipe & equipment load, cable tray load, wind load, seismic load, etc.) on pipe rack
4. Bracing selection
Structural EngineerCivil & Piping Engineer
5. Foundation CalculationsCivil EngineerNA
6. Electrical Cable tray calculationsElectrical EngineerStructure & Civil Engineer
7. Instrument cable tray calculations Instrument EngineerStructure & Civil Engineer
8. Fire-proofing loadFire Fighting EngineerStructure & Civil Engineer
Table 1: Work Responsibility Table

Note: In this article, we are going to learn pipe rack width, height, and length calculations.

Before coming to the pipe rack width calculation, We must know the line placing criteria. If you don’t know how to place the pipes on the rack, you will not be able to get the accurate width of the pipe rack.

Do not worry, Line placing is not rocket science, I have described all the important points that need to be considered while placing the lines on the pipe rack-

Line Placing Criteria for Pipe Rack

Followings point are need to considered-

  • Group the utility and process lines.
  • Keep hot and cold lines away from each other to minimize the heat transfer.
  • For ease of support to expansion loops, always try to keep the hotlines near to the stanchion or column.
  • If the lines are heavy, keep those lines near to the stanchion or column to minimize the stress (bending moment) on the horizontal beam or member.
  • Do not get confused that if the line size is greater the line will be heavier, no it’s not like that, as the gas-filled lines will create less stress on the horizontal beam than the liquid-filled lines.
  • Once we can compromise with weight, but never ever compromise in case of temperature, always maintain enough space between the lines.
  • We should avoid keeping a temperature-sensitive process line near high-temperature lines. For example, if the instrument-air line is placed near to the high-temperature line, it will absorb the temperature and can harm the instrument or instrument diaphragm.
  • We should also avoid keeping the temperature-sensitive lines near to chilled lines, as the other line can absorb the moisture, and further, it can be problematic for that particular line.
  • In the hydrocarbon and chemical industry, avoid keeping utility lines below the process line (means the process lines will be kept on the first tier and utility lines on the second tier. As in the case of leakage of the process fluid, water may get contaminated (as the water line is a utility line), and it can be harmful to the person.
  • In the food and pharmaceutical industry, it is mandatory to keep utility lines below the process lines to maintain the purity of the product.
  • If possible, keep the supply and return lines near each other, as these lines are having minimum temperature difference, and so heat transfer is less. Example: steam and condensate, cooling water supply, and chilled water supply and return.
  • To balance the width of the pipe rack of different tiers, water, air, nitrogen such lines can be kept on any of the tiers, there is no restriction to such utility lines.
  • Always try to keep future expansion in the middle of the beam, as it can help initially to reduce the stress in the beam.
  • Future expansion shall be a minimum of 20 % of the total pipe rack width calculation, and maximum what else comes if space is not a problem.
  • Make sure that the flanges are staggered to minimize the pipe rack width
Fig. 3: Flange Arrangement Type

Pipe Rack Width Calculation

We will do a Case study for pipe width calculation so that we can better understand the above-discussed points. Let’s take a problem below-

Input required

Line SizeLine TypeFlange RatingInsulation TypeInsulation Thickness
12″Process Line1500#No InsulationNA
10″Process Line900#Hot Insulation125 mm
8″Process Line300#No InsulationNA
6″Process Line600#Hot Insulation75 mm
4″Process Line2500#Hot Insulation75 mm
3″Process Line150#No InsulationNA
Table 2: Input Required

Calculation Steps:

Step 1:

Place the line as per the line placing criteria-

Fig. 4: Line Placed on Pipe Rack

We placed the heavier pipes near the stanchion or column (12″ &10 ” pipe). Refer fig. 4

Hot and cold pipes are kept away from each other (as 10″, 6″ & 4″ lines are hot-line, we kept these lines at the left side, and others are on the right side. Refer fig. 4

Step 2:

Calculate the distance A using the below formula-

Distance between structure (spandrel) to nearest pipe = (Haft of beam + Gap 100 mm + Insulation thickness + Flange radius)

Refer the below figure for better understanding of formula-

Fig. 5: Structure to nearest pipe calculation formula

You can make a table as prepared below for ease of calculation

Pipe NPSRatingPipe Radius
(ASME B 36.10 or 36.19)
Flange Radius
(ASME B 16.5)

A = 150+100+125+272 = 647 = 650 mm

Note: We consider the beam size is 300 mm (This size is decided by structure or civil engineer)

Distance G can be calculated
G = 150+100+0+337 = 587 = 590 mm

Step 3:

Calculate the pipe to pipe distance “B” using the below formula

Pipe to pipe distance = (Larger flange radius + larger pipe insulation thickness + 25 mm Gap + Insulation thickness of other pipe + another pipe radius)

Refer the below figure for better understanding of formula-

Fig. 6: Pipe to pope distance calculation formula

B = 272+125+25+75+84 = 581 = 585 mm

C = 177+75+25+75+57 = 409 = 410 mm

D = 177+75+25+0+44 = 321 = 325 mm

E = 190+0+25+0+44 = 259 = 260 mm

F = 337+0+25+0+109 = 471 = 475 mm

Note: 1. We consider the minimum flange rating 300#, because the line may have an orifice meter, and the orifice meter required a flange of a minimum of Class 300 because Class 150 flange thickness is not enough for tapping.

Note: 2. If the pipe NPS is greater, it does not mean that the flange radius will also be greater. For example flange radius of two lines of 10″ & Class 600 and 10″ & Class 1500 will not be same, as the flange radius are 255 mm 292 mm respectively.

Step 4:

Add the distances A+B+C+D+E+F+G

Calculated pipe rack width = 650+585+410+325+260+475+590 = 3295 mm

Step 5:

Add 20 % future expansion to calculated pipe rack width

Pipe rack width after adding future expansion = (calculated width + 20 % future expansion) = 3295+659 = 3954 = 4000 mm

Note: Pipe rack width should be rounded to the next 500 mm, which means pipe rack will be multiple of 500 mm.

Step 6:

Now Find the actual future expansion distance by subtracting distance (A+B+C+E+F+G) from pipe rack width with future expansion

Actual future expansion = 4000- (650+585+410+260+475+590) = 1030 mm

All the calculated results are mentioned in the below fig. 7

Rack width calculations representation
Fig. 7: Rack width calculations representation

Important Points for Pipe Rack Height

  • Identify the largest process or the utility lines except for the flare line.
  • Line sizes can be identified using a line list or P&ID.
  • Rack height is calculated considering the largest line size of the process or the utility and the same size of the branch so that all the small branches can be accommodated in the gap between tier to tier.
  • Rack height is calculated considering branching from the bottom and top on both sides.
  • The clearance below the first tier or lower pipe should be a minimum of 2.2 m as per the headroom.
  • The standard Pipe rack height for the first tier is 4.5 m.
  • The standard tier to tier height is 3 m (thumb rule)
  • Tier to tier distance can be calculated based on two elbows and one spool. It can also be considered as per the operating and maintenance requirement.
  • If the pipe rack crosses the road, 4.5 m minimum height required for a general vehicle.
  • 6 m for the truck.
  • 7 m for the train.
  • 8 m for a big crane.

Pipe Rack Lenght

The length of the pipe rack depends upon the number of units and the size of the plant. Rack length can be calculated using an overall plot plan. Rack bay length in most of the cases is 6 m.

You may also like
Hydrotest Procedure for Piping system
A Presentation on Pipe Insulation

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About Rehan Ahmad Khan

I'm a graduate in mechanical engineering, and a piping professional. I'm exploring this industry and having a great experience. In the process felt to share my knowledge with the other Piping Engineers and as a result, I am here with you.
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72 thoughts on “Pipe Rack Design and Calculations

      1. Hi sir
        I’m interested to calculate pipe rack support design,so please send me pdf file of pipe rack calculations

  1. Hi sir ,
    im a graduate student that interested in your blog and wanted to learned more about piping and the structure to hold it.
    Can you send to me calculation for piperacks?

  2. Hi Rehan,
    Great work! I’m an intern in a aquaculture company that does a lot of pipe routing. I notice that most pipe racks are designed for plants. I think a fish farm would also benefit from pipe racks esp. when there’s limited space. Do you have any thoughts on this?

    1. Hello April,

      Yes, I agree, No facility can be limited to a single industry or application, with a modification in design per the project requirements, they can be used in fish-farming as well if the project budget permits.

  3. Great work sir
    i just started my study in piping and layout . It will be very helpful if u could send the relevant document and other theory notes which will help me to develop my career.
    email id : [email protected]

  4. Rehan Ahmad Khan,
    you are a star, I don’t know how to thank you for the brilliant website. I am Mechanical Engineer work as a piping engineer for an oil and gas fields design company.
    the information you shared are very useful, I wish to keep in contact with you in future.

    Thank you sir and best regards,

  5. Hi Rehan Ahmad Khan,

    I am a Structural Design engineer , I appreciate the knowledge your are share with us.
    It will be very helpful if u could send the relevant document and other theory notes which will help me to develop my career.
    email id : [email protected]

  6. Hi Mr.Rehan Ahmad Khan
    Is it possible that if you have pipe rack msp file and 2 weekly also monthly report that you send me i need it for control project , thank you
    Please send my email: [email protected]

  7. Hi Thanks for sharing information.

    Can you please share this on mail and can you please share excel of pipe rack loading calculation on steel structure design ? My mail id is [email protected]

  8. I want to add one layer on existing pipe bridge. This to install two more 4 inch pipes.
    How do I calculate if existing pipe bridge will support this!

  9. i am structural engineer with 25 years experience. Recently we got a job where i need to design structural for pipe rack and sleeper (max pipe size is 12″) for wastewater treatment. Can you kindly send me sample calculations. Please also recommend book or literature which is useful


  10. Great work sir
    i just started my study in piping and layout . It will be very helpful if u could send the relevant document and other theory notes which will help me to develop my career.
    email id : [email protected]

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