Pipe Support Span for Aboveground Piping: Pipe Support Spacing Chart (PDF)

Pipe Support Span is defined as the optimum distance between two supports so as to avoid excessive stress, sagging, or failure of the piping or pipeline system in extreme cases. We all know that while routing aboveground piping or pipeline from one part or equipment to another we have to support the pipe at some definite spans. A properly designed pipe support span helps the piping design personnel to support pipes at regular spacings, thus reducing his work for unnecessary calculations. Pipe Support Span is also known as Pipe Support Spacing. Refer to Fig. 1 which defines the pipe support span for a pipeline system.

Factors on Which Pipe Support Span Depends

There are various factors that influence the pipe support span. Pipe support spacing varies with changes in

Pipe Material:

Pipe Support spacing varies with pipe material, For non-metallic pipes, the support span is lower than metallic pipes of the same size. Even Stainless Steel pipes have lower pipe support spacing as compared to Carbon steel pipes.

Nominal Diameter of Pipe & Schedule:

With the increase in pipe diameter and schedule, the pipe support span increases. That is the reason you will find that a 10-inch pipe has more support span as compared to a 4-inch pipe support spacing.

Type of Fluid Service:

Piping support span varies with fluid service; Pipes carrying liquid service have less support span as compared to pipes carrying gaseous fluids. This means with an increase in the density of the flow medium pipe support spacing decreases.

Type and Thickness of Insulation Material:

With an increase in thickness and density of the pipe insulation material, pipe support spacing reduces. An increase in insulation density and thickness imposes more load on the parent pipe which needs to be supported by increasing the number of supports which means the pipe support span reduces.

Piping Configuration (Straight pipe and Pipe with elbows):

Pipe support spacing is dependent on the piping routing or geometry. A straight pipe has more support span as compared to pipes with directional changes. Because of this reason, to find out the span for piping including elbows, the straight pipe span is multiplied by a factor as shown in Fig. 2.

Locations of Valves and Rigid Bodies:

The presence of rigid bodies in a piping or pipeline system reduces the pipe support span. It is a general engineering practice is to provide at least one support near rigid bodies like valves (Preferably to provide support on both sides of the valve).

Structural Availability for support:

Available structures are normally used for supporting the pipe. So pipe span chart may be reduced in those places. Also, an increase in the number of supports distributes the piping loads on supports and increases the piping stiffness. So, if a structure is available, pipe supports are usually taken from those structures.

Vibrating or Pulsating lines:

For vibrating or pulsating lines pipe support span is reduced to avoid vibration tendency and to increase the natural frequency of the piping system. A reduction in pipe support spacing increases the system rigidity which reduces the tendency of pipe vibration.

Fluid Temperature:

With an increase in fluid temperature as the allowable stress value reduces, the pipe is supported nearby position and thus reducing the pipe support spacing.

Figure showing pipe support span
Fig. 1: Figure showing pipe support span

Deciding Pipe Support Span

Pipe Support Span Length Depends On-

  • Bending Stress
  • Deflection
  • Indentation
  • Allowable Loads
  • Vibration Possibility and Natural Frequency of the piping system

Bending Stress

Bending is caused mainly due to two reasons:

  • Uniform Weight Load
  • Concentrated Weight Load

Uniform Weight Load

  • Own Weight Of Pipe
  • Insulation Weight
  • Weight of Fluid During operation
  • Weight of hydrostatic fluid During Hydro Test

Concentrated Load


Deflection (Δ) is defined as a relative displacement of the point from its original position.

  • The basic piping practice is to limit pipe deflection between supports to 1” or 1/2 the nominal pipe diameter, whichever is smaller.
  • The most important reason for limiting deflection is to make the pipe stiff enough, that is, of high enough natural frequency, to avoid a large amplitude response under any slight perturbing force. As a rough rule, for average piping, a natural frequency of 4 cycles per second will be found satisfactory. The natural frequency can be calculated by
Natural Frequency




  • t=corroded Thickness of pipe Wall(mm)
  • S=0.67Sh(N/mm^2)
  • R=Radius of pipe (mm)
  • d=Bearing Length(mm)
  • b=Bearing width(mm)

Allowable Load at Support

Allowable Load


  • Pa=Allowable Load at the Support point
  • t=effective local thickness (pipe wall +Reinforced Pad If Any)
  • R=outer radius of Pipe
  • b=Bearing length of pipe (along the axis) on the support structure


Normally project-specific Support Span is provided in tabular format for straight pipes that are known as a “Pipe Support Span Chart”. But for elbows or turns, the span is to be reduced by a factor as shown in the below-attached figure (Fig. 2). Readymade support spans for specific pipe diameters and thicknesses are available in the MSS code. For the Shell group of companies’ the support span is provided in DEP in tabular format.

Factor to reduce support span depending on layout.
Fig. 2: Factor to reduce support span depending on layout.

Pipe Support Span Chart

A pipe support span chart is a tabular chart giving a rough idea of supporting distance. These charts are normally mentioned in piping stress analysis project specifications. In the following image (Fig. 3) pipe support span chart from MSS SP-69 is reproduced as a sample.

Sample Piping Support Span Chart (Reference: MSS SP-69)
Fig. 3: Sample Piping Support Span Chart (Reference: MSS SP-69)

Online Video Courses on Piping Support

To learn more about piping support design and engineering you can opt for the following video course.

Few more resources for you…

Supporting of Piping Systems: Few Guidelines
Supporting of Dual Insulated Piping System
Purpose of Pipe Supports: A small article for beginners
Piping Stress Analysis
Piping Design and layout

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Anup Kumar Dey

I am a Mechanical Engineer turned into a Piping Engineer. Currently, I work in a reputed MNC as a Senior Piping Stress Engineer. I am very much passionate about blogging and always tried to do unique things. This website is my first venture into the world of blogging with the aim of connecting with other piping engineers around the world.

13 thoughts on “Pipe Support Span for Aboveground Piping: Pipe Support Spacing Chart (PDF)

  1. hi all,
    with respect to Pa (allowable load at spport) where Sh is “hot allowable stress” or “Bending stress got from caesar software”

  2. ost but I was wanting to know if you could write a litte more on this subject? I’d be very thankful if you could elaborate a little bit more. Thanks!

  3. Pipe span we will calculate based on which allowable stress, which is defined in ASME B31. 3.
    I want more details for manual calculation for pipe stress or force calculation. Do you have any reference please share

  4. Question,

    i have 12 dia. Schedule 10 Stainless Steel pipe. this is only air going thru the pipe at approx. 250 deg. F.

    I am supporting this above ground and would like to support approx. 30 feet only one section.

    I can not find any information about supporting Sch. 10 Stainless Steel Pipe. Can you give me any assistance

    1. Normally for 10s and 5s pipe wall supporting to be do with pipe indentations calculations.
      Due to thin wall thickness it will fail with pipe loading..
      There is a Kellogg method to be used to do it.
      If u increase the contact area of piping to resting support steel will pass the stress values of pipe support points

  5. Excellent article.
    One point of discussion, the max deflection of a pipe.
    Many years ago I was asked the question and during research I found an old standard, which limited the deflection by measuring the angle of the pipe to the horizontal at the support point. Assuming a 1:100 fall between supports, if the angle was less than zero then there would be a risk of pockets in the pipe. I know that this is not critical for many situations but it gave a rational reason for the deflection values.

  6. hi
    can you provide me with some reference calculations or procedures for the pipe support member size selection?
    ID yogi1111thakur@gmail.com

  7. Hello Anup, my name is Dennis – I am an Electrical Engineer working on Fleet scale EV charger deployments – can you (or can you refer me to a Piping Engineer consultant) and help me design a tubular racking structure that I can erect in parking lots to hang EV chargers. Ideally, I want 12-ft or 24-ft spans between my posts – from your table above I think 8″ pipe would work. Any help with be most appreciated.

  8. Please can you advise the following:
    For allowable load at supports formula, there is no definition for Sh. Please advise.
    Is this allowable formula for the middle spans?
    What would be applied forces at the bends for pipes above ground? How about applied forces for the middle supports to be considered?
    Please can you provide references to your formulae.
    Thanks in advance.

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