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According to OSHA 29 CFR 1926 Subpart R, what is the minimum number of anchor rods required to anchor each column?

2 anchor rods

4 anchor rods

3 anchor rods

6 anchor rods

to track

2026 Statistics

Key Facts: AISC CSE Exam

AISC 207

Governing Standard

AISC

Annual

Surveillance Audits

AISC

8-10 mo

Certification Timeline

AISC

$5,280+

Base Cert Fee

AISC

AISC 360

Technical Standard

AISC

AWS D1.1

Welding Standard

AWS

The AISC CSE certification involves a QMS audit and knowledge assessment for company personnel. Key areas: Quality Management Systems (25%), Bolt Installation & Inspection (20%), Welding & Inspection (20%), Erection Planning & Safety (20%), Document Control (15%). Requires active jobsite and trained QCI personnel per AISC 360.

Sample AISC CSE Practice Questions

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1According to OSHA 29 CFR 1926 Subpart R, what is the minimum number of anchor rods required to anchor each column?

A.2 anchor rods

B.4 anchor rods

C.3 anchor rods

D.6 anchor rods

Explanation: OSHA 29 CFR 1926.755(a)(1) requires that all columns be anchored by a minimum of 4 anchor rods (anchor bolts). This requirement ensures adequate stability of the column during erection before permanent connections are completed. Exam Tip: The number 4 is a frequently tested value — remember it as the absolute minimum regardless of column size.

2What minimum eccentric gravity load must each column anchor rod assembly be designed to resist at the top of the column shaft?

A.150 pounds at 12 inches from the column face

B.300 pounds at 18 inches from the extreme outer face

C.500 pounds at 24 inches from the column face

D.200 pounds at 18 inches from the column center

Explanation: Per OSHA 29 CFR 1926.755(a)(2), each anchor rod assembly must resist a minimum eccentric gravity load of 300 pounds located 18 inches from the extreme outer face of the column in each direction at the top of the column shaft. This ensures the column can withstand accidental loading during erection. Exam Tip: Memorize 300 lbs at 18 inches — both numbers are commonly tested together.

3At what height above a lower level does OSHA Subpart R require fall protection for steel erection workers?

A.6 feet

B.10 feet

C.20 feet

D.15 feet

Explanation: Under OSHA 29 CFR 1926.760(a), each employee engaged in steel erection on a walking/working surface with an unprotected side or edge more than 15 feet above a lower level must be protected from fall hazards. This is higher than the general industry 6-foot threshold. Exam Tip: Steel erection uses 15 feet, not the general construction threshold of 6 feet — this distinction is a frequent exam question.

4Which of the following is an acceptable fall protection method for steel erection under OSHA Subpart R?

A.Personal fall arrest systems, guardrails, safety nets, or positioning devices

B.Warning line systems only

C.Safety monitors only

D.Controlled access zones without additional protection

Explanation: OSHA 29 CFR 1926.760 permits guardrail systems, safety net systems, personal fall arrest systems, positioning device systems, or fall restraint systems as acceptable fall protection for steel erection. Warning line systems and safety monitors alone are not sufficient. Exam Tip: Know all five acceptable methods — the exam may list combinations to test whether you can distinguish permitted from prohibited methods.

5What is the 'snug-tight' condition for a bolted connection?

A.The bolt is tightened to 70% of its minimum tensile strength

B.The bolt is tightened until the DTI washer gaps are fully closed

C.The tightness attained with a few impacts of an impact wrench or full effort of an ironworker with an ordinary spud wrench to bring plies into firm contact

D.One-third turn past snug using the turn-of-nut method

Explanation: Per the RCSC Specification, the snug-tight condition is defined as the tightness attained with a few impacts of an impact wrench or the full effort of an ironworker using an ordinary spud wrench to bring the plies into firm contact. No further tensioning is required for snug-tight joints. Exam Tip: Snug-tight is the simplest and least expensive joint type — understand its definition as the baseline for pretensioned and slip-critical connections.

6Which type of bolted joint requires the most stringent faying surface preparation?

A.Snug-tight joints

B.Bearing-type connections

C.Slip-critical joints

D.Pretensioned joints

Explanation: Slip-critical joints require the most stringent faying surface preparation because they rely on friction between the connected plies to resist load. The faying surfaces must meet specific Class conditions (A, B, or C) per the RCSC Specification, and coatings must be qualified. Exam Tip: Slip-critical joints are the most expensive joint type due to surface preparation, installation, and inspection requirements — expect questions comparing all three joint types.

7Which ASTM specification is the current umbrella standard that covers high-strength structural bolts including Grades A325 and A490?

A.ASTM F3125

B.ASTM A354

C.ASTM A307

D.ASTM A193

Explanation: ASTM F3125 is the unified umbrella specification that covers high-strength structural bolts in multiple grades including A325, A490, F1852, and F2280. This consolidated standard replaced the previously separate bolt specifications. Exam Tip: F3125 is the modern standard — if you see both A325 and F3125 Grade A325 as options, they reference the same bolt but F3125 is the current designation.

8Which of the following is NOT an approved method for pretensioning high-strength bolts per the RCSC Specification?

A.Turn-of-nut method

B.Calibrated wrench method

C.Torque-seal verification method

D.Twist-off type tension-control bolt

Explanation: The RCSC Specification approves four pretensioning methods: turn-of-nut, calibrated wrench, twist-off type tension-control bolt, and direct-tension-indicator (DTI) washer. Torque-seal is a marking compound used for visual identification of tightened bolts, not a pretensioning method. Exam Tip: Know all four approved methods — the exam often includes plausible-sounding but incorrect methods as distractors.

9What is the purpose of a pre-installation verification test for high-strength bolts?

A.To confirm that the bolt assembly can achieve the required pretension with the selected installation method

B.To verify the welder's qualifications

C.To test the concrete foundation strength

D.To measure the torque capacity of the impact wrench

Explanation: Pre-installation verification testing confirms that a representative sample of the bolt/nut/washer assembly, as delivered, can be installed to achieve the required minimum bolt pretension using the selected installation method. This test is performed daily or at the start of each shift. Exam Tip: Pre-installation verification is done on the bolt assembly, not on the structure — it validates the fastener lot and installation method together.

10During steel erection, who is responsible for evaluating whether columns require guying or bracing?

A.The project owner

B.The structural engineer of record

C.The crane operator

D.A competent person designated by the erector

Explanation: Per OSHA 29 CFR 1926.755(a)(4), all columns must be evaluated by a competent person to determine whether guying or bracing is needed. If guying or bracing is needed, it must be installed. The competent person is designated by the erector. Exam Tip: 'Competent person' is a defined OSHA term meaning someone capable of identifying hazards and authorized to take corrective measures — distinct from 'qualified person.'

About the AISC CSE Exam

The AISC Certified Steel Erector (CSE) certification is the only nationally recognized quality certification for structural steel erection contractors. It requires companies to maintain a comprehensive quality management system covering bolt installation, welding, rigging, safety, and inspection. Certification involves documentation review, QMS audit, and on-site evaluation with annual surveillance audits.

Questions

QMS audit + knowledge assessment scored questions

Time Limit

8-10 months (certification process)

Passing Score

Must pass audit evaluation

Exam Fee

$5,280+ (base certification fee) (AISC / Approved Audit Agencies)

AISC CSE Exam Content Outline

25%

Quality Management Systems

Quality manual development, quality goals, internal audits, management responsibility, and corrective actions

20%

Bolt Installation and Inspection

High-strength bolt installation, pretensioning methods, turn-of-nut, calibrated wrench, and inspection

20%

Welding and Inspection

Field welding procedures, welder qualifications, WPS/PQR, visual inspection, and NDT per AWS D1.1

20%

Erection Planning and Safety

Erection plans, rigging and lifting, crane operations, fall protection, and OSHA steel erection standards

15%

Document Control and Records

Contract review, material identification, calibration records, non-conformance reports, and training logs

How to Pass the AISC CSE Exam

What You Need to Know

Passing score: Must pass audit evaluation
Exam length: QMS audit + knowledge assessment questions
Time limit: 8-10 months (certification process)
Exam fee: $5,280+ (base certification fee)

Keys to Passing

Complete 500+ practice questions
Score 80%+ consistently before scheduling
Focus on highest-weighted sections
Use our AI tutor for tough concepts

AISC CSE Study Tips from Top Performers

1Study AISC 207 standard requirements for quality management system documentation and procedures

2Master high-strength bolt installation methods: snug-tight, turn-of-nut, calibrated wrench, and DTI

3Review AWS D1.1 field welding requirements including WPS, welder qualifications, and visual inspection

4Understand OSHA 1926 Subpart R steel erection safety standards for fall protection and crane operations

5Practice developing quality manuals, inspection checklists, and non-conformance reporting procedures

Frequently Asked Questions

What is the AISC Certified Steel Erector (CSE) certification?

The AISC CSE is the only nationally recognized quality certification for structural steel erection contractors. It certifies that a company maintains a comprehensive QMS covering the entire erection process from contract receipt through project completion.

Is AISC CSE an individual or company certification?

It is a company-level certification, not an individual credential. However, the company's quality control inspectors (QCI) must demonstrate knowledge through the certification process, and personnel must be trained per ANSI/AISC 360.

What does the AISC CSE certification process involve?

The process takes 8-10 months and includes submitting an application with documentation, eligibility review, documentation audit of your QMS, and an on-site audit at an active jobsite with your own employees erecting steel.

How much does AISC CSE certification cost?

The base certification fee is $5,280 or more, depending on endorsements. Additional costs include QMS development, training, and annual surveillance audit fees. The company must also invest in developing compliant procedures and documentation.

What standards govern AISC steel erector certification?

The certification is governed by the AISC Governing Requirements and AISC 207 Standard, which defines QMS requirements. Erection work must comply with ANSI/AISC 360 (Specification for Structural Steel Buildings) and AWS D1.1 for welding.

How is AISC CSE certification maintained?

Certified companies must undergo annual surveillance audits to maintain their certification. They must demonstrate ongoing compliance with their quality management system and resolve any audit deficiencies.