API 653 Exam Chapter 1

API 653 Exam Chapter 1- Interpreting API and ASME Codes

It would help if things were different, but passing any API Inspector Certification Programme (ICP) examination is, unfortunately, all about interpreting codes. As with any other written form of words, codes are open to interpretation. To complicate the issue further, different forms of interpretation exist between code types; API and ASME are separate organizations so their codes are structured differently, and written in quite different styles.

1.1 Codes and the real world

Both API and ASME codes are meant to apply to the real world, but in significantly different ways. The difficulty comes when, in using these codes in the context of the API ICP examinations, it is necessary to distil both approaches down to a single style of ICP examination question (always of multiple choice, single-answer format).

1.2 ASME construction codes

ASME construction codes (only sections V and IX are included in the API 653 ICP body of knowledge) represent the art of the possible, rather than the ultimate in fitness-for service (FFS) criteria or technical perfection. They share the common feature that they are written entirely from a new construction viewpoint and hence are relevant up to the point of handover or putting into use of a piece of equipment. Strictly, they are not written with in-service inspection or repair in mind. This linking with the restricted activity of new construction means that these codes can be prescriptive, sharp-edged and in most cases fairly definitive about the technical requirements that they set. It is difficult to agree that their content is not black and white, even if you do not agree with the technical requirements or acceptance criteria, etc. that they impose.

Do not make the mistake of confusing the definitive requirements of construction codes as being the formal arbiter of FFS. It is technically possible, in fact common place, to use an item safely that is outside code requirements as long as its integrity is demonstrated by a recognized FFS assessment method.

1.3 API inspection codes

API inspection codes (e.g. API 653) and their supporting recommended practice document (API RP 575: Guidelines and Methods for Inspection of Existing Atmospheric and Low Pressure Storage Tanks) are very different. Recommended practice (RP) documents are not formal codes and so do not share the prescriptive and ‘black and white’ approach of construction codes.

There are three reasons for this:

  • They are based around accumulated expertise from a wide variety of tank applications and situations.
  • The technical areas that they address (corrosion, equipment lifetimes, etc.) can be diverse and uncertain.
  • They deal with technical opinion, as well as fact.

Taken together, these make for technical documents that are more of a technical way of looking at the world than a solution, unique or otherwise, to a technical problem. In such a situation you can expect opinion to predominate.

Like other trade associations and institutions, API (and ASME) operate using a structure of technical committees. It is committees that decide the scope of codes, call for content, review submissions and review the pros and cons of what should be included in their content. It follows therefore that the content and flavour of the finalized code documents are the product of committees. The output of committees is no secret – they produce fairly well-informed opinion based on an accumulation of experience, tempered, so as not to appear too opinionated or controversial, by having the technical edges taken off. Within these constraints there is no doubt that API codes do provide sound and fairly balanced technical opinion. Do not be surprised, however, if this opinion does not necessarily match your own.

1.3.1 Terminology

API and ASME documents use terminology that occasionally differs from that used in European and other codes. Non-destructive examination (NDE), for example, is normally referred to as non-destructive testing (NDT) in Europe and API work on the concept that an operative who performs NDE is known as the examiner rather than the term technician used in other countries. Most of the differences are not particularly significant in a technical sense – they just take a little getting used to.

In occasional cases, meanings can differ between ASME and API. This is actually less of an issue in the API 653 ICP than in the other ICPs because, unlike pressure vessels, the construction code for tanks is an API one: API 650. In general however, API codes benefit from their principle of having a separate section (see API 653 section 3) containing definitions. These definitions are selective rather than complete (try to find an accurate explanation of the difference between the terms approve and authorize, for example).

Questions from the ICP examination papers are based solely on the terminology and definitions understood by the referenced codes. That is the end of the matter.

1.3.2 Calculations

Historically, both API and ASME codes were based on the United States Customary System (USCS) family of units. There are practical differences between this and the European SI system of units.

SI is a consistent system of units, in which equations are expressed using a combination of base units. For example, a generic hoop stress equation broadly applicable to pressure vessels or tank shells is

                       pressure(P) x diameter (d)

Stress (S) =  _____________________________

                             2x Thikness(t)

In SI units all the parameters would be stated in their base
units, i.e.
Stress: N/m²(Pa)
Pressure: N/m² (Pa)
Diameter: m
Thickness: m

Compare this with the USCS system in which parameters may be expressed in several different ‘base’ units, combined with a multiplying factor. For example the equation for determining the minimum allowable corroded shell thickness of storage tanks is

tmin = 2.6 (H -1 DG)

         _____________  
                SE

. where tmin is in inches;
. fill height (H) is in feet;
. tank diameter (D) is in feet.

G is specific gravity, S is allowable stress and E is joint efficiency. Note how, instead of stating dimensions in a single base unit (e.g. inches) the dimensions are stated in the most convenient dimension for measurement, i.e. shell thickness in inches and tank diameter and fill height in feet. Remember that:

  • This gives the same answer; the difference is simply in the method of expression.
  • In many cases this can be easier to use than the more rigorous SI system – it avoids awkward exponential (106, 10-6, etc.) factors that have to be written in and subsequently cancelled out.
  • The written terms tend to be smaller and more convenient.

1.3.3 Trends in code units

Until fairly recently, ASME and API codes were written exclusively in USCS units. The trend is increasing, however, to develop them to express all units in dual terms USCS (SI), i.e. the USCS term followed by the SI term in brackets. Note the results of this trend:

  • Not all codes have been converted at once; there is an inevitable process of progressive change. 
  • ASME and API, being different organizations, will inevitably introduce their changes at different rates, as their codes are revised and updated to their own schedules.
  • Unit conversions bring with them the problem of rounding errors. The USCS system, unlike the SI system, has never adapted well to a consistent system of rounding (e.g. to one, two or three significant figures) so errors do creep in.

The results of all these is a small but significant effect on the form of examination questions used in the ICP examination and a few more opportunities for errors of expression, calculation and rounding to creep in. On balance, ICP examination questions seem to respond better to being treated using pure USCS units (for which they were intended). They do not respond particularly well to SI units, which can cause problems with conversion factors and rounding errors.

1.4 Code revisions

Both API and ASME review and amend their codes on a regular basis. There are various differences in their approaches but the basic idea is that a code undergoes several addenda additions to the existing edition, before being reissued as a new edition. Timescales vary – some change regularly and others hardly at all.

Owing to the complexity of the interlinking and crossreferencing between codes (particularly referencing from API to ASME codes) occasional mismatches may exist temporarily. Mismatches are usually minor and unlikely to cause any problems in interpreting the codes.

It is rare that code revisions are very dramatic; think of them more as a general process of updating and correction. On occasion, fundamental changes are made to material allowable stresses (specified in ASME II-D), as a result of experience with material test results, failures or advances in manufacturing processes.

1.5 Code illustrations

The philosophy on figures and illustrations differs significantly between ASME and API codes as follows:

ASME codes, being construction-based, contain numerous engineering-drawing style figures and tables. Their content is designed to be precise, leading to clear engineering interpretation.

API codes are often not heavily illustrated, relying more on text. For storage tanks, however, the situation is a little different. Both API 653 and its partner recommended practice API RP 575 contain quite a lot of figures, tables and photographs. This makes them easier to read than, for example, the equivalent API codes for pipework or pressure vessels.

API recommended practice (RP) documents are better illustrated than their associated API codes but tend to be less formal and rigorous in their approach. This makes sense, as they are intended to be used as technical information documents rather than strict codes, as such. API RP 575 is a typical example containing photographs, tables and drawings (sketch format) of a fairly detailed nature. In some cases this can actually make RP documents more practically useful than codes.

1.6 New construction versus repair activity

This is one of the more difficult areas to understand when dealing with ASME and API codes. One difficulty comes from the fact that, although ASME V (NDE) and ASME IX

(welder qualifications) were written exclusively from the viewpoint of new construction, they are both referred to by API 653 in the context of in-service repair and, to a lesser extent, re-rating. The main problem with storage tanks, however, is competition between API codes, as both the construction code API 650 and the in-service inspection code API 653 are of course both API documents The ground rules (set by API) to manage this potential contradiction are as follows (see Fig. 1.1).

  • For new tank construction, API 650 is used – API 653 plays no part.
  • For tank repair, API 653 is the ‘driving’ code. In areas where it references ‘the construction code’ (e.g. API 650), then this is followed when it can be (because API 653 has no content that contradicts it).
Figure 1.1 New construction versus repair
Figure 1.1 New construction versus repair

For tank repair activities where API 653 and API 650 contradict, then API 653 takes priority. Remember that these contradictions are to some extent false – they only exist because API 653 is dealing with on-site repairs, while API 650 was not written with that in mind. Three areas where this is an issue are:

  • Some types of repair weld specification (material, fillet size, electrode size, etc.);
  • Decisions on whether a tank requires pressure testing;
  • Assumptions on material strength and impact test requirements.

For tank reconstruction (cutting a tank up and reassembling it somewhere else) API 653 is, strictly, the driving code, so if there were any contradictions between API 653 and API 650, then API 653 would take priority. In practice, API 653 actively cross-refers to API 650 in most areas, so the problem rarely exists.

1.7 Conclusion: interpreting API and ASME codes

In summary, then, the API and ASME set of codes are a fairly comprehensive technical resource, with direct application to plant and equipment used in the petroleum industry. They are perhaps far from perfect but, in reality, are much more comprehensive and technically consistent than many others. Most national trade associations and institutions do not have any in-service inspection codes at all, so industry has to rely on a fragmented collection from overseas sources or nothing at all.

The API ICP scheme relies on these ASME and API codes for its selection of subject matter (the so-called ‘body of knowledge’), multiple exam questions and their answers. One of the difficulties is shoe-horning the different approaches and styles of the ASME codes (V and IX) into the same style of questions and answers that fall out of the relevant API documents (in the case of the API 653 ICP these are API 651, 652, 575, 650 and 653). Figure 1.2 shows the situation. It

Figure 1.2 Codes in, questions out
Figure 1.2 Codes in, questions out

reads differently, of course, depending on whether you are looking for reasons for difference or seeking some justification for similarity. You can see the effect of this in the style of many of the examination questions and their ‘correct’ answers.

Difficulties apart, there is no question that the API ICP examinations are all about understanding and interpreting the relevant ASME and API codes. Remember, again, that while these codes are based on engineering experience, do not expect that this experience necessarily has to coincide with your own. Accumulated experience is incredibly wide and complex, and yours is only a small part of it.

1.

Q1. API 653: scope
Which of these vessels is specifically excluded from the requirements of API 653?

 
 
 
 

2.

Q2. API 653: conflict of codes
If there is a conflict of technical requirements between API 650 (construction) and API 653 on activities that must be carried out on an in-service tank, what actions would you take?

 
 
 
 

3.

Q3. API 653: responsibilities for compliance
Who has the ultimate responsibility for compliance with API 653?

 
 
 
 

4.

Q4. API 653: safe working practices
What does API 2016 cover?

 
 
 
 

5.

Q5. API 653: alterations
Which of these is classed as an alteration to a storage tank?

 
 
 
 

6.

Q6. API 653: authorized inspector
In regions of API jurisdiction, can an authorized inspector be an individual (self-employed) person?

 
 
 
 

7.

Q7. API 653: authorized inspector certification
How many years of storage tank inspection or inspection supervision experience must an applicant with a degree in engineering or technology have in order to satisfy API acceptance criteria?

 
 
 
 

8.

Q8. API 653: inspector recertification
How often must an API 653-certified vessel inspector who is actively involved in tank inspections be ‘recertified’ by API?

 
 
 
 

9.

Q9. API 653: inspector recertification
An inspector achieved API 653 certification 3 years ago but has only been actively engaged in tank inspections for 25 % of his time over the past 3 years. What does this inspector have to do to achieve his 3-yearly recertification?

 
 
 
 

10.

Q10. API 653: inspector recertification
How often does an API 653-authorized inspector who has been actively engaged in tank inspections for 50 % of his time have to sit the online test covering revisions to the codes relevant to their authorization?

 
 
 
 

Click Here To Read Next API 653 Exam Chapter 2 – An Introduction to API 653 2009 and its Related Codes

If You Want To Do API 653 Training course or Want Buy Latest Self Study Material Please feel free to contact us

BUY API 653 Learning Package Study Material
IN EVERY 10 QUESTIONS 1 QUESTION COMES IN EXAM
WE HAVE THE LATEST API 653 QUESTION BANK
99% Passing Guarantee
Total 2000+ nos QUESTION BANK FROM THEORY TO PRACTICAL.
Cost: $25.00
Email Us To Buy: upweld.org@gmail.com
Click Here To Contact On Whatsapp https://wa.link/4dn6ee
Ideally document for passing the examination. Free guidelines during learning.
We give you lot’s of study material Free of cost with this question bank.

Leave a Reply