Piping Stress Analysis is simply creating the **load cases** required for analysis and study the impact of the same on the behavior of the critical piping systems. **A load case can be defined as a set of loads (Weight, Pressure, Temperature, External Forces, Displacements, etc) and boundary conditions for defining a particular loading condition**. So Stress Analysis can not be thought without proper **load case** creation. Sometimes these **load cases** are mentioned in the piping stress analysis design basis. In this article, we will learn the **basic load cases** that are required for stress analysis activity.

## Objectives of Pipe Stress Analysis:

**The main objectives of stress analysis are to ensure:**

**Structural Integrity**(Design adequacy for the pressure of the carrying fluid, Failure against various loading in the life cycle and Limiting stresses below code allowable.)**Operational Integrity**(Limiting nozzle loads of the connected equipment within allowable values, Avoiding leakage at joints, Limiting sagging & displacement within allowable values.)**Optimal Design**(Avoiding excessive flexibility and also high loads on supporting structures. Aim towards an optimal design for both piping and structure.)

## Notations Used for Load Cases in Caesar II

**To meet these objectives several load cases are required during stress analysis. In this article we will use the following notations for building load cases:**

- WW=water filled weight of the piping/pipeline system,
- HP=Hydrotest Pressure,
- W=weight of pipe including content and insulation,
- P1=Internal Design pressure,
- T1=Maximum Design temperature,
- T2=Maximum Operating temperature,
- T3= Minimum Design temperature,
- WIN1, WIN2, WIN3, WIN4: wind loads acting in some specific direction,
- U1, U2, U3, U4: uniform (seismic) loads acting in some specific direction.

## Basic Load Cases for Caesar II Pipe Stress Analysis:

For Stress analysis in Caesar II, Various **Load case combinations** are used which serves several purposes. **While analysis at a minimum the stress check is required for the below- mentioned cases:**

### a. Hydrotesting case:

Piping/ Pipeline systems are normally hydro tested (sometimes pneumatic tested) before the actual operation to ensure the absence of leakage. Water is used as the testing medium. So during this situation pipe will be subjected to water weight and hydro-test pressure.

Accordingly, our first load case will be as mentioned below

1 | WW+HP | HYD |

### b. Operating and ALT Sustained load cases:

When operation starts working fluid will flow through the piping at a temperature and pressure. Alt Sustained cases are used as Hot Sustained cases which means sustained stress that the system carries during operation. So accordingly our operating load cases will be as mentioned below:

2 | W+T1+P1 | OPE | For operating temperature case at maximum design temperature |

3 | W+P1 | SUS | Alt Sustained case based on operating case 1 (T1) |

4 | W+T2+P1 | OPE | For a maximum system operating temperature case |

5 | W+P1 | SUS | Alt Sustained case based on operating case 1 (T2) |

6 | W+T3+P1 | OPE | For minimum system temperature case |

7 | W+P1 | SUS | Alt Sustained case based on operating case 1 (T3) |

### c. Sustained Load Case:

Sustained loads will exist throughout the plant operation. Weight and pressure are known as sustained loads. So our sustained load case will be as follows:

8. | W+P1 | SUS |

### d. Occasional Load Cases:

Piping may be subjected to occasional wind and seismic forces. So to check stresses in those situations we have to build the following load cases:

9 | W+T2+P1+WIN1 | OPE | Considering wind from +X direction |

10 | W+T2+P1+WIN2 | OPE | Considering wind from -X direction |

11 | W+T2+P1+WIN3 | OPE | Considering wind from +Z direction |

12 | W+T2+P1+WIN4 | OPE | Considering wind from -Z direction |

13 | W+T2+P1+U1 | OPE | Considering seismic from +X direction |

14 | W+T2+P1-U1 | OPE | Considering seismic from -X direction |

15 | W+T2+P1+U2 | OPE | Considering seismic from +Z direction |

16 | W+T2+P1-U2 | OPE | Considering seismic from -Z direction |

While stress analysis the above load cases form load case 9 to load case 16 is generated only to check loads at node points. Figure 1 shows typical load cases that should be generated during stress analysis

To find occasional stresses we need to add pure occasional cases with sustained load and then compare with code allowable values. The following sets of load cases are built for that purpose.

17 | L9-L4 | OCC | Pure wind from +X direction |

18 | L10-L4 | OCC | Pure wind from -X direction |

19 | L11-L4 | OCC | Pure wind from +Z direction |

20 | L12-L4 | OCC | Pure wind from -Z direction |

21 | L13-L4 | OCC | Pure seismic from +X direction |

22 | L14-L4 | OCC | Pure seismic from -X direction |

23 | L15-L4 | OCC | Pure seismic from +Z direction |

24 | L16-L4 | OCC | Pure seismic from -Z direction |

25 | L17+L8 | OCC | Pure wind+Sustained |

26 | L18+L8 | OCC | Pure wind+Sustained |

27 | L19+L8 | OCC | Pure wind+Sustained |

28 | L20+L8 | OCC | Pure wind+Sustained |

29 | L21+L8 | OCC | Pure seismic+Sustained |

30 | L22+L8 | OCC | Pure seismic+Sustained |

31 | L23+L8 | OCC | Pure seismic+Sustained |

32 | L24+L8 | OCC | Pure seismic+Sustained |

Load cases from 25 to 32 will be used for checking occasional stresses with respect to code ASME B 31.3 allowable (=1.33 times Sh value from code). Use scalar combination for load cases 25 to 32 above and algebraic combination for others as shown in Fig. 2 attached below:

### e. Expansion Cases:

Following load-cases are required for checking expansion stress range as per code

33 | L2-L8 | EXP |

34 | L4-L8 | EXP |

35 | L6-L8 | EXP |

36 | L2-L6 | EXP |

The above load cases (from 33 to 36) are used to check expansion stress range

The above-mentioned load cases are the minimum required load cases to analyze any stress system. Out of the above load cases, the load cases mentioned in point numbers 1, 3, 5, 7, 8 and 25-36 are used for stress check. And load cases mentioned in point numbers 1, 2, 4 and 6 to 16 are used for checking restraint forces, displacements, and nozzle load checking.

Few additional load cases may be required for PSV connected systems, systems having surge or slug forces and rotary equipment connected systems.

Seismic and Wind analysis may not be required every time. So those load cases can be deleted if the piping system does not fall under the purview of seismic and wind analysis by project specification. However to perform wind and seismic analysis proper related data must have to be entered in the Caesar II spreadsheet (Will be discussed in my future posts).

If the stress system involves the use of imposed displacements (D) and forces (F) then those have to be added with the above load cases in the form of D1, D2 or F1, F2 as applicable.

## Better Engineering Practices for Stress Analysis

**It is a better practice to keep:**

- Hydro and sustained stresses below 60% of code allowable
- Expansion and occasional stresses below 80% of code allowable
- Sustained and Hydrotest sagging below 10 mm for process lines and below 3 mm for steam, two-phase, flare lines and free-draining lines.
- Design/Maximum displacement below 75 mm for unit piping and below 200 mm in rack piping.

## Video Tutorial for Load case Creation in Caesar II

The following video tutorial explains the load case creation steps with an example

Some more resources for you!

Piping Stress Analysis using Caesar II

Piping Stress Analysis using Start-Prof

Piping Materials

Piping Design Software

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Very helpful article for beginers. thanks.

Can you please throw light on Startup, shut down & upset load cases for Column piping analysis using CAESAR II.

Thanks for your article. What about externally imposed displacements from wind or seismic cases per B31.3 par. 319.2.1 (c)? Those displacements seem not to be typically considered. Not just with your example, but in pretty much every model that I’ve seen this code requirement is not followed. Why not? In your example, you omitted the requirement to do L2-L3 and L2-L4. Displacement and range cases all start from ambient. In reality, standby lines often become operational with thermal load and fluid contents load, but those lines are not starting from ambient, they are coming into a system which has already displaced due to thermal and weight loads. How to consider lines starting and shutting down within an operational system that has already displaced?

Same with shutdown. Removal of thermal and pressure load starts from a displaced position, not ambient starting point

Can any one tell me for checking occasional load cases, which temperature to be considered. Max. Design temperature or Operating. And is it compulsory that vales which we put in T1 and P1 in Caesar should be max. of all values.

It will be informed by the client of the project. Normally operating temperature is considered along with occasional loads.

Its very broadly explained.and got lots knowledge

I wanna know the basics of analysis??..can anybody explain well..plz

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Requesting you to check the load cases 10 & 12 and 11 & 13. Probably there may be some typographical error.

Thanks Anirban. The error is updated.

one of the best blog i have ever visited .

Excellent post, but i have a question, what happen with seismic from Y directions??

Add U3 for Y direction.

10.W+T1+P1+U1 OPE Considering seismic from +X direction

11. W+T1+P1-U1 OPE Considering seismic from -X direction

12 W+T1+P1+U2 OPE Considering seismic from +Z direction

13 W+T1+P1-U2 OPE Considering seismic from -Z direction

Add U3 in load case as following,

10. W+T1+P1+U1 OPE Considering seismic from +X direction

11. W+T1+P1-U1 OPE Considering seismic from -X direction

12 W+T1+P1+U2 OPE Considering seismic from +Z direction

13 W+T1+P1-U2 OPE Considering seismic from -Z direction

14. W+T1+P1+U3 OPE Considering seismic from +Y direction

15. W+T1+P1-U3 OPE Considering seismic from -Y direction

Dear,

I have a doubt :

“Load case 33. L3-L4 EXP for complete stress range”

EXP for complete stress range is L2-L4 right ?

plz confirm

L3-L4 is complete stress range for the mentioned load cases. It has to be max design temp-min design temp. Here T2 is max temp.

OOh… I’m sorry .. Yes you are right… I didnt read the temperature description properly.

What if both seismic and displacement (thermal displacement & tank settlement) are required to add in load case, how I should add for displacement?

Should I add D1(thermal displacement) & D3 (tank settlement) together with U1 & U2 ?

Keep up the good work. This is very informative. Thanks for sharing. I am keen learner of stress analysis as I m a piping engineer. Nowadays I m regularly following your posts. Thanks again.

Hi want2learn,

Since this is a typical must have cases, it would be better if hangers already be considered. I think CAESAR would run it even if the model does not have hangers.

Since this is a typical must have cases, it would be better if spring hangers (HGR) already be considered . I think CAESAR would run it even if the model does not have hangers.

Check the thrust force calculation here.

https://sites.google.com/view/pipingutilities

Hiii…..

Can we use T1 as a (delta T) temp difference between max temp and min temp in cyclic case & then for full EXP case- L2-L5 ???

Thanks in advance.

Such an awesome detailed explanation.

Thank you.

For anyone reading this in 2019, CAESAR II also has the WNC primative for load cases, which is weight no contents. In addition, now you no longer need to delete and re-enter load cases. We have a new Excel template you can import in all your load cases. We also have the ability to skip or bypass any load case from your analysis. Be sure to check this out in CAESAR II 2019. From CAESAR II 2018, you can delete any load case and the software automatically renumbers, showing you any dependent cases and what your deletion will change There have been so many great new features added to the Load Case Editor in the last 2-3 releases! Check it out! Stephanie

here, L33~L36 are wrong. it should be as below.

L33 L2-L8

L34 L4-L8

L35 L6-L8

L36 L4-L6

for L33 ~ L35, for first term, I guess those are simple typos. for second term, refer to CII user’s manual(2018), ‘Understanding Alternate Sustained (SUS) and Occasional (OCC) Load Cases’, example at p.553.

L1 : OPE

L2 : Alt-SUS

L3 : SUS

and

L6 : L1-L3 (OPE-SUS), not L1-L2(OPE-ALt-SUS)

and L36, this is thought to be simple typo as well.

Thanks for informing … I have updated the post

Hi Anup,

Thanks for the article.

Why the expansion loads are not used for designing pipe supports? Any reasoning behind it?

Aravind

What about hanger design load cases?

Very informative and well written. Thank you.

Hi Anup,

1) Should the same load cases be applied at EN-13480

2) When checking nozzle loads against equipment allowables, should we consider occasional load scenarios (wind/seismic) or simple operating and design? (my case is a heat exchanger)

thanks for another nice article

1. I don’t have any idea regarding EN-13480 code. The mentioned load cases are for ASME B31.3 codes. But i feel these load cases will roughly be similar only.

2. Usually, occasional loads are not considered for nozzle load checking. However, if your project specification says to do so you have to follow that.

It’s very useful to me and easy to understand