The PE Civil Structural exam is one of the most demanding professional engineering exams in the United States—and one of the most rewarding to pass. With a first-time pass rate hovering around 58%, it requires serious preparation across multiple design codes, material systems, and analysis methods. This guide provides a complete breakdown of every topic area on the exam, the critical code references you need to master, and a 16-week study timeline that will carry you from day one to exam day with confidence.
Who Should Take the PE Civil Structural Exam?
The PE Civil Structural depth exam is designed for engineers whose practice centers on the analysis and design of structural systems—buildings, bridges, foundations, and other load-bearing structures. If your daily work involves reinforced concrete design, structural steel connections, load calculations per ASCE 7, or foundation engineering, this is your exam. You must hold an FE/EIT credential and have at least four years of qualifying professional experience under a licensed PE before you are eligible to sit for the exam.
The exam consists of 80 questions administered during a 9-hour appointment (approximately 8 hours of testing time plus a 50-minute break). It is computer-based, offered year-round at Pearson VUE centers, and costs $400. The exam is closed-book—the only reference you may use is the NCEES PE Civil Reference Handbook, which is provided electronically on your testing computer.
Exam Format at a Glance
| Detail | Value |
|---|---|
| Total questions | 80 |
| Appointment time | 9 hours |
| Testing time | ~8 hours |
| Scheduled break | 50 minutes |
| Format | Computer-based (Pearson VUE) |
| Reference | NCEES PE Civil Reference Handbook (provided) |
| First-time pass rate | ~58% |
| Exam fee | $400 |
Complete Topic-by-Topic Breakdown
The PE Civil Structural exam covers eight major knowledge areas. Below is a detailed breakdown of each—including approximate question counts, priority rankings, critical formulas and code references, and targeted study tips.
1. Structural Analysis (~12 questions) — HIGH Priority
Structural analysis is the backbone of this exam. You need to analyze both determinate and indeterminate structures quickly and accurately. Expect problems involving load path identification, internal force calculations, deflection computation, and stability assessment.
Key subtopics:
- Determinate analysis of beams, trusses, and frames (method of joints, method of sections, free body diagrams)
- Indeterminate methods: moment distribution, slope-deflection, force method (method of consistent deformations)
- Load path identification through structural systems
- Influence lines for determinate and indeterminate structures
- Stability and instability (geometric instability, support conditions, degree of indeterminacy)
- Deflection methods: conjugate beam, virtual work (unit load method), moment-area theorems
- Approximate methods for lateral load analysis (portal method, cantilever method)
Critical formulas: Virtual work: 1 * delta = integral(m * M / EI)dx. Moment distribution carry-over factor = 0.5 for prismatic members. Degree of indeterminacy = reactions + members + 3*closed loops - 2*joints (for trusses) or 3*members + reactions - 3*joints - conditions (for frames).
Study tip: Master moment distribution first—it appears frequently and is efficient for continuous beams and simple frames. Practice drawing shear and moment diagrams from memory until you can produce them in under two minutes for common loading cases. Do not skip influence lines; they are a reliable source of questions and connect directly to moving load problems.
2. Loadings (~10 questions) — HIGH Priority
Load determination drives every structural design problem. This section tests your ability to calculate design loads from ASCE 7 and to combine them using the correct load combination framework.
Key subtopics:
- ASCE 7 LRFD load combinations: 1.4D; 1.2D + 1.6L + 0.5(Lr or S or R); 1.2D + 1.6(Lr or S or R) + (L or 0.5W); 1.2D + 1.0W + L + 0.5(Lr or S or R); 1.2D + 1.0E + L + 0.2S; 0.9D + 1.0W; 0.9D + 1.0E
- ASD load combinations
- Dead loads (self-weight, superimposed dead loads, permanent equipment)
- Live loads (floor loads, roof live loads, reduction factors)
- Wind loads: Main Wind Force Resisting System (MWFRS) and Components & Cladding (C&C), velocity pressure qz = 0.00256 * Kz * Kzt * Kd * Ke * V^2
- Seismic loads (covered in detail under Seismic Design)
- Snow loads: pf = 0.7 * Ce * Ct * Is * pg
- Rain loads and ponding considerations
- Load factors and resistance factors (phi factors)
Critical code reference: ASCE 7-22, Chapters 2 (Combinations), 4 (Dead/Live), 26–30 (Wind), 7 (Snow), 8 (Rain).
Study tip: Memorize the LRFD load combinations—they appear in nearly every design problem on the exam. For wind loads, understand the step-by-step procedure for calculating design wind pressure: determine risk category, find basic wind speed V, compute velocity pressure exposure coefficients Kz, then assemble the pressure equation. Practice snow load calculations with drift provisions, as these multi-step problems are common.
3. Reinforced Concrete (~14 questions) — HIGH Priority
Reinforced concrete is tied for the highest question count on the exam. You must be fluent in ACI 318 provisions for flexure, shear, development length, and column design.
Key subtopics:
- Flexural design of beams and one-way slabs: Mu = phi * As * fy * (d - a/2), where a = As * fy / (0.85 * f’c * b) and phi = 0.90 for tension-controlled sections
- Shear design: Vu ≤ phi * (Vc + Vs), where Vc = 2 * lambda * sqrt(f’c) * bw * d and Vs = Av * fy * d / s
- Development length and splice lengths (tension and compression bars)
- One-way slabs: minimum thickness, reinforcement spacing and cover requirements
- Two-way slabs: direct design method, moment coefficients, punching shear at columns
- Column design: axial-moment interaction diagrams, slenderness effects, tied vs. spiral columns
- Serviceability: deflection checks (Ie = (Mcr/Ma)^3 * Ig + [1 - (Mcr/Ma)^3] * Icr), crack control
- Durability: cover requirements, exposure categories, maximum w/c ratios
Critical code reference: ACI 318-19, especially Chapters 6 (Analysis), 9 (Beams), 10 (One-Way Slabs), 8 (Two-Way Slabs), 10 (Columns), 22 (Sectional Strength), 25 (Reinforcement Details).
Study tip: The flexural design equation Mu = phi * As * fy * (d - a/2) is the single most important formula for this section. Practice solving for the required steel area As given a factored moment, and practice verifying that the section is tension-controlled (net tensile strain ≥ 0.005). For shear, always check whether the concrete contribution Vc alone is sufficient before sizing stirrups. Interaction diagrams for columns are almost guaranteed to appear—practice reading them to find phi*Pn and phi*Mn for a given eccentricity.
4. Structural Steel (~14 questions) — HIGH Priority
Structural steel shares the top spot with concrete. AISC 360 governs nearly every steel question, and you must be comfortable with both LRFD and ASD approaches.
Key subtopics:
- Flexure: phi * Mn = phi * Fy * Zx for compact sections (phi = 0.90), lateral-torsional buckling (LTB) for unbraced lengths exceeding Lp
- Section classification: compact, noncompact, and slender elements based on width-to-thickness ratios (lambda ≤ lambda_p for compact)
- Compression: Euler buckling, Fcr calculations based on KL/r, phi * Pn = phi * Fcr * Ag (phi = 0.90), elastic vs. inelastic buckling
- Tension: yielding on gross area (phi * Pn = phi * Fy * Ag, phi = 0.90) and rupture on net area (phi * Pn = phi * Fu * Ae, phi = 0.75)
- Connections: bolt shear strength, bolt bearing/tearout, slip-critical joints, fillet weld strength (phi * Rn = phi * 0.60 * FEXX * Aw for longitudinal welds), eccentric bolt groups (instantaneous center method)
- Beam-columns: AISC H1-1 interaction equations—when Pu/(phi*Pn) ≥ 0.2, use Pu/(phi*Pn) + (8/9)*[Mux/(phi*Mnx) + Muy/(phi*Mny)] ≤ 1.0
- Stability: bracing requirements, effective length factors K, direct analysis method
Critical code reference: AISC 360-16 (Specification), AISC Steel Construction Manual 15th Edition (Tables for available strength, dimensions, Zx, Sx, section properties).
Study tip: Know the AISC Manual table layout cold. The most efficient way to solve steel design problems during the exam is to use the available strength tables directly rather than computing Fcr or Mn from first principles. Practice the beam-column interaction check (H1-1a and H1-1b) until it is automatic—these problems appear on virtually every administration. For connections, focus on bolt group strength and fillet weld capacity; always check all applicable limit states (shear, bearing, tearout, block shear).
5. Wood Design (~8 questions) — MEDIUM Priority
Wood design follows the National Design Specification (NDS), which uses a system of adjustment factors applied to reference design values. The adjustment factor framework is unique to wood and requires dedicated study.
Key subtopics:
- Adjustment factors: CD (load duration), CM (wet service), Ct (temperature), CL (beam stability), CF (size factor), Cr (repetitive member), Ci (incising factor), Cp (column stability factor)
- Flexure: fb’ = Fb * CD * CM * Ct * CL * CF * Cr * Ci; check fb = M / Sx ≤ fb’
- Compression: Fc’ = Fc * CD * CM * Ct * CF * Ci * Cp, where Cp depends on the column slenderness ratio (Le/d) and the Euler buckling stress FcE
- Connections: dowel-type fasteners (bolts, lag screws, nails), withdrawal resistance, group action factor Cg, geometry factor C_delta
- Shear walls and diaphragms: unit shear capacity, aspect ratio limits, chord forces, anchorage
- Combined bending and axial loads
Critical code reference: NDS 2018, NDS Supplement (reference design values), SDPWS (Special Design Provisions for Wind and Seismic).
Study tip: The most common mistake on wood problems is forgetting an adjustment factor. Develop a checklist for each design type (flexure, compression, connections) and apply it systematically. The column stability factor Cp is the most calculation-intensive adjustment factor—practice deriving it from FcE and Fc* until the procedure is comfortable. For connections, the NCEES reference handbook typically provides yield limit equations; focus on identifying which yield mode governs.
6. Masonry (~6 questions) — MEDIUM Priority
Masonry design follows TMS 402 (formerly ACI 530). While it carries fewer questions than concrete or steel, the questions can be straightforward if you understand the design philosophy.
Key subtopics:
- Reinforced masonry flexural design: strength design (phi * Mn) and allowable stress design (Fb, Fs)
- Shear design in masonry walls and beams
- Allowable stress design (ASD) provisions: allowable compressive stress Fa, combined axial and bending
- Strength design provisions: factored loads, phi factors for masonry
- Effective width of flanged sections (running bond requirements)
- Grouted vs. ungrouted masonry: differences in cross-sectional properties, shear capacity, and reinforcement requirements
- Wall design for out-of-plane and in-plane loads
Critical code reference: TMS 402 (Building Code Requirements for Masonry Structures).
Study tip: Many candidates neglect masonry because it carries only six questions, but those six questions can make the difference between passing and failing. The design approach for reinforced masonry flexure closely mirrors reinforced concrete—if you are strong in ACI 318, you can learn masonry flexure quickly. Pay attention to the distinction between grouted and ungrouted sections, as this affects both the effective area and the shear capacity. Practice at least 10–15 masonry problems before exam day.
7. Foundations (~8 questions) — MEDIUM Priority
Foundation design bridges structural engineering and geotechnical engineering. You need to size shallow and deep foundations, check stability of retaining walls, and compute lateral earth pressures.
Key subtopics:
- Shallow foundations: Terzaghi bearing capacity equation qu = c * Nc + q * Nq + 0.5 * gamma * B * N_gamma; net allowable bearing pressure, factor of safety
- Deep foundations: pile capacity from static analysis (Qult = Qp + Qs), pile group effects, settlement of pile groups
- Retaining walls: overturning check (FS_OT ≥ 2.0), sliding check (FS_sliding ≥ 1.5), bearing pressure check (resultant within middle third)
- Lateral earth pressure: active (Ka), passive (Kp), at-rest (K0); Rankine theory (Ka = tan^2(45 - phi/2)) and Coulomb theory
- Combined footing and mat foundation design
- Structural design of footings (concrete design of spread footings per ACI 318: one-way shear, two-way punching shear, flexure)
Critical formulas: Ka = tan^2(45 - phi/2), Kp = tan^2(45 + phi/2), K0 = 1 - sin(phi). Terzaghi: qu = c*Nc + q*Nq + 0.5*gamma*B*N_gamma.
Study tip: Retaining wall stability checks (overturning, sliding, bearing) follow a repeatable procedure that becomes reliable once you practice it five or six times. For shallow foundations, make sure you can distinguish between gross and net bearing capacity, and know when to apply shape factors. The structural design of footings—computing one-way shear, punching shear, and required flexural reinforcement—ties directly back to your ACI 318 knowledge, so study these topics together.
8. Seismic Design (~8 questions) — MEDIUM Priority
Seismic design questions draw from ASCE 7 Chapters 11 through 22. The exam tests your ability to determine seismic design parameters, compute base shear, and apply detailing requirements for different seismic design categories.
Key subtopics:
- Seismic design categories (SDC A through F) based on SDS, SD1, and risk category
- Equivalent lateral force procedure: Cs = SDS / (R / Ie), with lower and upper bounds; V = Cs * W
- Vertical distribution of base shear: Fx = Cvx * V, where Cvx = wx * hx^k / sum(wi * hi^k)
- Story drift limits (delta_x = Cd * delta_xe / Ie) and stability checks (theta = Px * delta * Ie / (Vx * hsx * Cd))
- Structural irregularities: horizontal (torsional, reentrant corner, diaphragm discontinuity) and vertical (soft story, mass, geometric, in-plane discontinuity, weak story)
- Redundancy factor rho (1.0 or 1.3 depending on SDC and structural configuration)
- Diaphragm design forces: Fpx = sum(Fi) * wpx / sum(wi), bounded by 0.2*SDS*Ie*wpx and 0.4*SDS*Ie*wpx
- Response modification coefficient R, overstrength factor omega_0, deflection amplification factor Cd for common structural systems
Critical code reference: ASCE 7-22, Chapters 11 (Definitions and Parameters), 12 (Seismic Design Requirements for Building Structures), 13 (Nonstructural Components), and Tables 12.2-1 (Design Coefficients R, Cd, omega_0), 12.12-1 (Allowable Story Drift).
Study tip: The equivalent lateral force (ELF) procedure is a step-by-step process, and the exam will test multiple steps within a single problem. Practice the full sequence: determine SDS and SD1, find the seismic design category, select R and Ie, compute Cs, calculate base shear V, then distribute it vertically. Know the irregularity definitions—the exam frequently asks you to identify whether a given building has a specific irregularity. The diaphragm force equation Fpx is a common standalone question; practice computing it for multi-story buildings.
LRFD vs. ASD: When Each Applies
The PE Civil Structural exam requires familiarity with both Load and Resistance Factor Design (LRFD) and Allowable Stress Design (ASD). Understanding when each applies is essential.
- Structural Steel (AISC 360): Both LRFD and ASD are valid. LRFD uses factored loads and resistance factors (phi). ASD uses unfactored loads and a safety factor (omega). The NCEES handbook provides both, and the exam may use either—read each problem carefully to determine which method is being tested.
- Reinforced Concrete (ACI 318): Exclusively strength design (LRFD). Factored loads and phi factors are always used. ACI abandoned ASD decades ago.
- Wood (NDS): Primarily ASD with adjustment factors applied to reference design values. LRFD provisions exist in the NDS but are less commonly tested.
- Masonry (TMS 402): Both ASD and strength design are in the code, and the exam may test either. Be comfortable with both approaches.
- Loadings (ASCE 7): Load combinations are provided for both LRFD and ASD. The LRFD combinations (Section 2.3) use load factors; the ASD combinations (Section 2.4) do not.
When a problem does not explicitly state which method to use, look at the loads given. If they are factored (e.g., “Mu = 250 ft-kips”), you are working in LRFD. If they are service-level (e.g., “M = 250 ft-kips due to D + L”), you are likely in ASD territory.
Recommended 16-Week Study Timeline
Most candidates who pass the PE Structural exam invest 300–500 hours of focused study. Here is a 16-week plan that allocates time proportionally to question weight and difficulty.
- Weeks 1–2: Structural Analysis. Review determinate analysis, then move to moment distribution, slope-deflection, and virtual work. Practice influence lines and deflection calculations. Solve at least 30–40 analysis problems. This foundation supports every other topic.
- Weeks 3–4: Loadings & ASCE 7. Master LRFD and ASD load combinations. Work through complete wind load calculations (MWFRS), snow load problems with drifting, and rain/ponding scenarios. Solve 20–30 problems.
- Weeks 5–7: Reinforced Concrete (ACI 318). Three full weeks for the highest-weight material topic. Cover flexure, shear, development/splice lengths, one-way and two-way slabs, columns with interaction diagrams, and serviceability. Solve 50+ problems across all subtopics.
- Weeks 8–10: Structural Steel (AISC 360). Three full weeks for steel. Cover flexure (compact and noncompact), compression (column curves), tension (gross/net/effective), connections (bolts and welds), beam-columns (H1-1), and stability. Practice using the AISC Manual tables. Solve 50+ problems.
- Weeks 11–12: Wood & Masonry. Study NDS adjustment factors and practice flexure, compression, and connection problems for wood. Then cover TMS 402 for masonry flexure and shear. Solve 25–30 problems for each material.
- Weeks 13–14: Foundations & Seismic Design. Cover bearing capacity, retaining wall stability, lateral earth pressure, pile capacity, and the full ELF seismic procedure. Solve 20–25 problems for each topic.
- Weeks 15–16: Full-Length Practice Exams & Review. Take at least two full 80-question timed practice exams. Review every missed question thoroughly. Revisit weak areas identified during practice exams. Focus the final days on your weakest one or two topics.
Question Weight Summary
| Topic | ~Questions (out of 80) | Priority |
|---|---|---|
| Structural Analysis | 12 | HIGH |
| Loadings | 10 | HIGH |
| Reinforced Concrete | 14 | HIGH |
| Structural Steel | 14 | HIGH |
| Wood Design | 8 | MEDIUM |
| Masonry | 6 | MEDIUM |
| Foundations | 8 | MEDIUM |
| Seismic Design | 8 | MEDIUM |
The four HIGH-priority topics—Structural Analysis, Loadings, Reinforced Concrete, and Structural Steel—account for approximately 50 out of 80 questions (62.5%). If you can answer these reliably, you are well-positioned to pass even if you struggle with a few questions in the medium-priority areas.
Key Reference Materials
The NCEES PE Civil Reference Handbook is the only reference available during the exam. However, the following design codes and standards form the technical basis for exam questions. Studying from these during your preparation will deepen your understanding of the provisions summarized in the handbook:
- ACI 318-19 — Building Code Requirements for Structural Concrete. The primary reference for all reinforced concrete design.
- AISC Steel Construction Manual, 15th Edition — Contains the specification (AISC 360-16), design tables, and section property data for structural steel.
- AISC 360-16 — Specification for Structural Steel Buildings. Governs flexure, compression, tension, connections, and stability.
- ASCE 7-22 — Minimum Design Loads and Associated Criteria for Buildings and Other Structures. The standard for load determination including wind, seismic, snow, and rain.
- NDS 2018 — National Design Specification for Wood Construction. Covers all wood member and connection design, plus the SDPWS for lateral systems.
- TMS 402 — Building Code Requirements and Specification for Masonry Structures. Covers both ASD and strength design for masonry.
Study Tips Specific to PE Structural
- Learn the NCEES handbook layout, not just the formulas. On exam day, you will be navigating an electronic PDF. Practice using the search function and bookmarking key pages. Knowing that the concrete chapter starts on a certain page or that the AISC column tables are in a specific section saves critical minutes.
- Work multi-step problems, not just one-concept drills. The PE exam is harder than the FE exam because problems often require you to determine loads, then analyze the structure, then design the member—all in one question. Practice problems that chain multiple concepts together.
- Budget your time carefully. With 80 questions in approximately 8 hours, you have about 6 minutes per question. Some analysis problems will take 8–10 minutes; simpler conceptual questions may take 2–3 minutes. Do not spend more than 10 minutes on any single question—flag it and return later.
- Study all four major material systems. It is tempting to skip masonry or wood because they carry fewer questions. Do not make this mistake. The 22 questions across wood, masonry, foundations, and seismic design represent over a quarter of the exam. Candidates who skip these topics gamble with their pass rate.
- Join a study group or online community. The PE Structural exam is a marathon, not a sprint. Connecting with other candidates for accountability, question discussion, and moral support can make the difference during weeks 10–16 when study fatigue sets in.
- Review your weak areas last, not first. In the final two weeks, focus exclusively on topics where you scored lowest on practice exams. Resist the urge to re-study material you already know well—your time is better spent turning weaknesses into passing-level competence.
Final Thoughts
The PE Civil Structural exam is a serious professional milestone. A 58% pass rate means that nearly half of all first-time test-takers do not succeed—but those who prepare systematically, cover all eight topic areas, and practice under timed conditions put themselves firmly in the passing half. Start with the four high-priority topics that make up 62.5% of the exam, then build outward to wood, masonry, foundations, and seismic design. Follow the 16-week study plan, take full-length practice exams, and learn the NCEES reference handbook inside and out. You have everything you need to pass—the only remaining ingredient is consistent, focused effort.
If you are still working toward your FE credential, check out our FE Civil Exam Study Guide to get started on that first step. And if you are ready to practice PE-level structural questions right now, start practicing with our question bank—it covers all eight PE Structural topic areas with detailed explanations for every answer.
Disclaimer: This guide is an independent educational resource and is not affiliated with, endorsed by, or sponsored by NCEES. The “Professional Engineer” exam, “PE” exam, and “NCEES” are trademarks of the National Council of Examiners for Engineering and Surveying. Exam specifications and content are subject to change; always refer to the official NCEES website for the most current information.