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Tier 5 · Architectural Design and Building Science

Failure analysis and forensic diagnosis

The words of failure analysis, the three conditions of water entry, the failure modes the published record supports, a six-step documented method with two worked examples, and published case studies on edge metal and a roof leak.

4 lessons · about 41 min · 14 diagrams · 2 videos

Version 1.0.0

Builds on these modules

Lessons

0 of 4 complete

  1. Lesson 1 · 9 min · 8 slides · 7 questions

    Failure analysis and forensic diagnosis: principles and terminology

    The words of failure analysis; the three conditions water entry needs; why a guide written for walls still teaches good habits; oil canning as a defect that is not always a failure; and the limits of what AFS can state.

    You will be able to: Tell a symptom, a failure, a defect and a cause apart, name the three conditions and the forces of water entry, explain why a leak shows up away from its entry, and state what AFS can and cannot say about a returned part.

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  2. Lesson 2 · 12 min · 12 slides · 9 questions

    Failure analysis and forensic diagnosis: materials, standards and design constraints

    Oil canning and thin flat faces; restrained thermal movement and cleat practice; expansion by material; wind zones on the roof edge; the ES-1 tests; why a tested capacity belongs to one assembly; and corrosion rates as first-year ranges.

    You will be able to: Connect each failure mode the published record supports to its mechanism and the evidence to expect, use the AFS register values for movement, read an edge-wind demand and a tested capacity correctly, and read a corrosion rate as a first-year range.

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  3. Lesson 3 · 10 min · 10 slides · 8 questions

    Failure analysis and forensic diagnosis: methods and worked application

    A six-step documented method; what to record; tests in order of least damage and why one test does not settle it; a movement calculation; demand against tested capacity; confidence words; and the job packet.

    You will be able to: Run the six-step method, document a part so another person can use the record, choose the least destructive test that could prove a hypothesis wrong, calculate expected movement, and compare an edge demand with a tested capacity or say none exists.

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  4. Lesson 4 · 10 min · 10 slides · 7 questions

    Failure analysis and forensic diagnosis: defects, verification and case study

    Three FEMA 488 school cases and an IIBEC leak case; where to look on a coping; corrective options and what each addresses; causes outside the metal; verifying a repair; and writing a finding.

    You will be able to: Read a published case and separate fact from inference, say when a cause cannot be determined, choose a corrective option by the condition it addresses, and verify a repair.

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Practical task

Build a job packet for one failed or complained-about edge part, real or described in a published report: write the problem statement, fill the evidence card, state two hypotheses with the least destructive test for each, calculate the expected movement of the piece, and write a finding with a confidence word and a verification plan.

Hand in

  • A problem statement that says what was seen and where, not why, and names no person to blame
  • A filled evidence card (rows A to H) with a sketch or photograph of each place you looked, and a note of what you could not see
  • Two hypotheses, each with the least destructive test that could prove it wrong and what result would change your mind
  • An assumptions sheet with units: metal, thickness from the order record, piece length, the temperature change you assume (labelled as assumed), and the movement it gives
  • A finding using one of the four confidence words, with a verification plan that repeats the test that reproduced the problem

Rubric

CriterionMeets the standard when
Problem statementIt states the symptom and its location without a cause, a cost or a name.
EvidenceObserved facts are kept apart from interpretation, with units, and what was not seen is listed.
Hypotheses and testsEach hypothesis could be shown wrong by its test, and the test is the least destructive one available.
Movement calculationIt uses dL = alpha x L x dT with a sourced coefficient, labels the temperature change as assumed, and does not turn the result into a joint gap.
FindingIt uses a confidence word the evidence supports, and says cannot be determined where evidence is missing.
SafetyAny roof or edge work names the fall protection in use, and no flood test is proposed without the roof manufacturer's written position.

Module quiz

10 questions drawn from a bank of 31; a new set each attempt. Pass mark 80%.

1. What does IBHS advise for cleat fastener holes?
2. In the AFS wind screening, which part of a roof has the larger suction coefficient?
3. What is a contributing factor in this course?
4. With no tested-assembly report on record, what does the AFS wind screening result consist of?
5. At what height above a lower level does 1926.501(b)(1) require protection at an unprotected edge?
6. According to MCA, which panels buckle out of plane?
7. Which formula gives free thermal movement?
8. What did the FEMA 488 team record about the inner leg of one coping?
9. Which of these does ASTM E2128 not cover, according to its scope?
10. What does AFS have on record for tested edge assemblies?