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100+ Free AL Metal Building Erection Practice Questions

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2026 Statistics

Key Facts: AL Metal Building Erection Exam

70%

Passing Score

PSI AL GC Bulletin

40 Q

Official Exam Questions

PSI AL GC Bulletin

2 hours

Time Allowed

PSI AL GC Bulletin

$96

PSI Exam Fee

PSI AL GC Bulletin

Open book

Exam Format

PSI AL GC Bulletin

Alabama AL Metal Building Erection trade exam via PSI: 40 questions, 70% pass, 2 hours, fee $96. Open-book specialty classification under the Alabama Licensing Board for General Contractors (bulletin 1/23/26).

Sample AL Metal Building Erection Practice Questions

Try these sample questions to test your AL Metal Building Erection exam readiness. Each question includes a detailed explanation. Start the interactive quiz above for the full 100+ question experience with AI tutoring.

1Before steel erection of a metal building begins, the controlling contractor must provide written notification that the concrete in footings, piers, and walls has attained adequate strength and that:
A.All secondary purlins have already been installed
B.Anchor rods were not repaired, replaced, or field-modified without engineer approval
C.Roof panels are staged on the foundation
D.Temporary bracing cables have been permanently tensioned
Explanation: Under OSHA 29 CFR 1926.752, steel erection may not start until the controlling contractor notifies the steel erector in writing that concrete has cured to adequate strength and that anchor rods (anchor bolts) have not been repaired, replaced, or field-modified without the structural engineer of record's approval. This protects column stability during erection.
2For systems-engineered metal buildings, each structural column must be anchored by a minimum of how many anchor rods (anchor bolts)?
A.Two
B.Three
C.Four
D.Six
Explanation: OSHA 29 CFR 1926.758(b) and 1926.755 require every structural column to be anchored by a minimum of four anchor rods. Fewer rods leave the column unstable against overturning during erection before the framing is complete.
3The metal building manufacturer's anchor bolt plan is primarily used to:
A.Select crane capacity for panel lifting
B.Locate and set foundation anchor rods to match the building's base-plate layout before concrete is placed
C.Schedule insulation deliveries
D.Determine the color of wall panels
Explanation: The anchor bolt (anchor rod) plan shows diameter, projection, embedment, pattern, and location of rods that will receive column base plates. Rods must be set accurately from this plan, typically with templates, before concrete placement so primary frames fit without field modification.
4If an embedded anchor rod is found bent or damaged after concrete placement, the correct action is to:
A.Heat and straighten the rod on site without documentation
B.Cut the rod flush and weld a plate over the base
C.Obtain approval from the project structural engineer of record before repair, replacement, or field modification
D.Ignore the damage if at least two rods remain undamaged
Explanation: OSHA and standard practice prohibit repairing, replacing, or field-modifying anchor rods without the structural engineer of record's approval. Unapproved field fixes can reduce capacity and violate the erection stability assumptions used in design.
5When setting anchor rods with a template before a concrete pour, the template should be:
A.Removed immediately after rods are dropped into wet concrete
B.Secured so that rod pattern, elevation, and projection match the manufacturer's anchor bolt plan until concrete has set sufficiently
C.Made only of cardboard for easy disposal
D.Oversized by at least 2 inches in each direction to allow free play
Explanation: Templates hold rods at the correct spacing, projection, and plumbness during placement and initial set. MBMA industry practice and good foundation work require the template to remain secured until the concrete can hold the rods in position.
6Site grading under a metal building foundation should provide positive drainage away from the building primarily to:
A.Increase the building's design snow load
B.Prevent water from ponding against foundations and reducing long-term support or causing moisture problems
C.Eliminate the need for anchor rods
D.Allow crane outriggers to sit in soft soil
Explanation: Positive drainage moves surface water away from footings and slabs, protecting foundation soils from saturation and reducing moisture intrusion. Poor drainage can undermine bearing capacity and create erosion at the building perimeter.
7On metal building erection drawings, the building's overall length is typically measured:
A.Outside to outside of wall panels only, ignoring frames
B.Centerline to centerline of endwall columns or as defined on the manufacturer's plans
C.Between high-side and low-side eave heights
D.From the top of the ridge to the foundation only
Explanation: Manufacturer plans define length and bay spacing along primary frame lines (commonly centerline of columns or clear dimension as noted). Erectors must read the specific dimensioning convention on the drawings rather than assume panel-only measurements.
8Before excavation for metal building foundations, the contractor should:
A.Notify Alabama 811 (One Call) and have underground utilities located
B.Assume no utilities exist if the site looks empty
C.Start digging at the deepest footing first without layout
D.Only call utilities after striking a line
Explanation: Alabama One Call (811) and related safe-digging rules require advance notification so underground utilities can be marked. Hitting unmarked utilities risks injury, outages, and liability.
9Cold joints in foundation concrete should be avoided or properly prepared because they:
A.Always increase compressive strength
B.Can create weak planes if fresh concrete is placed against hardened concrete without preparation
C.Eliminate the need for reinforcement
D.Are preferred for all metal building piers
Explanation: A cold joint forms when concrete placement is interrupted long enough that the first placement hardens. Without roughening, cleaning, and proper bonding procedures, the interface can be a weak plane for water and load transfer.
10The specified compressive strength (f'c) of concrete for metal building foundations is typically verified by:
A.Visual color of the mix only
B.Cylinder or other strength tests cast and cured per the project specifications
C.Measuring slump alone
D.Weighing a full truckload
Explanation: Project specifications require compressive strength testing (commonly cylinders) at designated ages. Strength verification is needed before loads such as steel erection are applied when the design depends on a minimum concrete strength.

About the AL Metal Building Erection Exam

The Alabama Metal Building Erection Contractor Examination is a classification trade examination administered by PSI for the Alabama Licensing Board for General Contractors. The official open-book exam has 40 questions, a 70% (28 of 40 correct) passing standard, and 120 minutes allowed. PSI examination fee is $96 per attempt (bulletin updated 1/23/26). This English-language MCQ bank is a study aid for the trade knowledge on the official content outline; it is not an official PSI form, does not replace the required Business & Law exam for primes, and is not a substitute for board-approved experience or the official open-book examination.

Questions

40 scored questions

Time Limit

120 minutes

Passing Score

70%

Exam Fee

$96 (PSI Services LLC (for Alabama Licensing Board for General Contractors))

AL Metal Building Erection Exam Content Outline

30%

Erection Sequence and Safety

Erection sequencing and fall protection

25%

Structural Framing

Primary and secondary framing

20%

Roof and Wall Panels

Panel installation and weatherproofing

15%

Bolting and Connections

Structural connections

10%

Plans and Layout

Anchor bolts, layout, and plans

How to Pass the AL Metal Building Erection Exam

What You Need to Know

  • Passing score: 70%
  • Exam length: 40 questions
  • Time limit: 120 minutes
  • Exam fee: $96

Keys to Passing

  • Work through all 100 available questions
  • Review every answer and explanation
  • Track weak areas and revisit them
  • Use our AI tutor for tough concepts

AL Metal Building Erection Study Tips from Top Performers

1Study only the approved references listed for your classification in the current PSI Alabama General Contractors bulletin
2Practice open-book navigation with permanent tabs and indexes before test day
3Drill OSHA 29 CFR 1926 topics that appear across nearly every trade outline
4Work quantity takeoff and plan-reading problems under timed conditions
5Confirm Board eligibility and classification scope on genconbd.alabama.gov before scheduling with PSI

Frequently Asked Questions

How many questions are on the AL Metal Building Erection exam?

The official PSI trade examination has 40 scored questions (plus possible experimental items). Passing is 70% (28 of 40 correct) within 120 minutes.

How much does the AL Metal Building Erection exam cost?

PSI lists $96 per examination registration for this Alabama general contractor classification exam (Candidate Information Bulletin updated 1/23/26). License application fees to the Board are separate.

Is the Alabama specialty contractor exam open book?

Yes. PSI administers these classification exams as open book. Only the bulletin-listed approved references are allowed; temporary tabs like Post-it notes are prohibited.

Do I still need the Business and Law exam?

Prime contractor applicants must also pass the Alabama Business & Law examination (50 questions, 70%, 120 minutes). Reciprocity may waive a trade exam in some cases but does not waive Business & Law.