CES4702C, Reinforced Concrete Design, is the first design course in concrete for civil engineering students. It moves from the analysis of structures — computing the forces a member carries — to the design of them: choosing a cross-section, selecting and placing reinforcing steel, and demonstrating that the result satisfies the governing code with adequate margin.
Florida Gulf Coast University states the objective as analysing and designing "reinforced concrete structural members," with topics including "flexural analysis and design of beams, properties of concrete and steel, fundamentals of reinforced concrete behavior, T-beams and slabs including flexural and shear behavior, deflections and crack control." The University of West Florida's version covers "the analysis and design of reinforced concrete components," in which "current ACI Code provisions for structural design are utilized in learning to design reinforced concrete structural members such as beams, slabs, foundations, and columns," together with "the material properties of concrete and reinforcing steel that govern the mechanics of reinforced concrete behavior." The University of Florida's description names the design philosophies directly: "ultimate strength analysis and design of reinforced beams and columns, working stress design for flexure, design of footings and retaining walls."
The intellectual content of the course is the behaviour of a composite material that is deliberately allowed to crack. Concrete is strong in compression and weak in tension; steel is strong in tension. Reinforced concrete design assumes the concrete in the tension zone has cracked and contributes nothing, and it proportions steel to carry that tension. Almost everything else in the course follows from that assumption and from the code provisions built on it.
The course is offered at approximately 11 Florida institutions, all of them universities with civil engineering programmes, and carries 3 credits. It is a senior-level course, usually taken in the final year alongside or after steel design.
The statewide inventory carries this number as CES4702C, but most Florida institutions publish it without the suffix, and the titles vary:
Credits are stable at 3 across all of them, so there is no credit-count risk. The suffix reflects how each institution classifies the contact time — a C ordinarily indicates integrated laboratory or studio hours, and in a design course that time is typically design-computation work rather than a materials laboratory. Students should not assume a C-suffix section includes hands-on concrete testing; where a programme teaches concrete materials testing it is normally a separate course under a CGN or CCE materials number, and at UF that prerequisite (CGN3501C) is exactly such a course. Match on the number, and read the contact-hour line in your own institution's schedule.
From the statewide course inventory, which records each institution's own title and credit value. Three Florida public institutions carry the C-suffix form, all at 3 credits:
| Institution | Number | Credits | Contact hours |
|---|---|---|---|
| Florida Gulf Coast University | CES4702C | 3 | not published |
| Florida Polytechnic University | CES4702C | 3 | not published |
| University of North Florida | CES4702C | 3 | not published |
All three are State University System institutions, so statewide numbering guarantees transfer of this course between them.
Eight further Florida public universities carry the same subject as CES4702, without the C, also at 3 credits: Florida A&M, Florida Atlantic, Florida International, Florida State, the University of Central Florida, the University of Florida, the University of South Florida and the University of West Florida. ⚠ CES4702 and CES4702C are different numbers, so between the two groups the credit is evaluated rather than guaranteed by statewide numbering.
✅ The credit value is 3 at all eleven institutions — an unusually clean result, and it means the only transfer question here is the suffix, not the credit count.
⚠ The 60 contact hours given at the top of this guide are derived — no institution publishes an hour figure for this number. It is the Florida convention for a 3-credit integrated lecture-and-laboratory course. The University of Central Florida publishes 0 weekly laboratory hours for its bare-number version, which is consistent with the suffix being the real difference between the two groups.
CES4702C is a senior-level design course in a civil engineering programme. It follows structural analysis — CES3100 or CES3100C at UWF and FGCU, CES3102 at UF — which is itself preceded by statics and mechanics of materials. It is normally taken alongside or after structural steel design (CES4605 at UWF), and it feeds directly into the capstone design project. At most institutions it is a required course for a structural concentration and a strong elective otherwise.
Structural analysis is universal, because you cannot design a member until you can determine the forces on it. Beyond that the requirements differ: FGCU requires CES3100C and CCE3101C, pairing structural analysis with a civil engineering materials course; UF requires CES3102 and CGN3501C, likewise pairing analysis with a materials course, and additionally restricts enrolment to engineering majors; UWF requires CES3100 alone. The materials-course prerequisite is worth taking seriously even where it is not formally required — a student who has not tested concrete cylinders has a thinner intuition for what f'c means than one who has.
The engineering-major restriction at UF is the practical blocker for students from adjacent programmes: construction management and architecture students who want the course frequently cannot enrol without departmental permission.
This course sits inside an ABET-accredited engineering programme, and as with other Florida professional pathways the accreditation matters more than the individual course. Florida PE licensure requires the degree from an accredited programme; accumulating equivalent coursework outside one does not substitute. Design courses like this one are where ABET student outcomes on engineering design under realistic constraints are typically assessed, so the deliverables often serve programme assessment as well as the course grade. The FE examination, normally taken in the senior year, includes structural analysis and design content drawn directly from this material.
Three credits. Contact hours are 45 at institutions listing the course without the C suffix and typically 60 where the C is used, reflecting integrated design-computation time. Assessment is design-problem driven — homework sets, design projects, and examinations in which the ACI code is usually permitted (the code is a reference, not a memorisation exercise). Expect eight to twelve hours a week outside class; design problems are iterative, and a first pass that fails a check has to be redone rather than corrected. Neat, checkable presentation is graded, and rightly so: in practice a calculation package is reviewed by someone else, and one that cannot be followed is not usable.
Three features of Florida make concrete design here different from the generic textbook treatment, and instructors use all three.
Wind, not seismic. Florida is a low-seismic, extreme-wind environment. The seismic detailing provisions that dominate concrete design instruction in California are largely inapplicable, while wind load, uplift and the High-Velocity Hurricane Zone provisions in Miami-Dade and Broward counties are governing. A Florida-trained engineer will use ASCE 7 wind provisions constantly and seismic provisions rarely.
Corrosion is the durability problem. Chloride exposure in coastal and marine environments drives reinforcement corrosion, which is the principal deterioration mechanism for Florida concrete structures. Cover requirements, mix design, corrosion-resistant reinforcement and cathodic protection get more attention here than in inland practice, and the Florida Department of Transportation's specifications reflect it.
Existing-structure assessment is a live professional demand. Following the 2021 Champlain Towers South collapse in Surfside, Florida enacted mandatory milestone structural inspections and structural integrity reserve studies for condominium buildings. That has produced sustained demand for engineers who can evaluate the condition and remaining capacity of existing reinforced concrete — which is a different skill from designing new members, and one that several Florida programmes now address explicitly in this course or in a follow-on.
CES4702C is a 4000-level SCNS course: the number is recognised statewide, but upper-division engineering credit is not covered by the A.A. transfer guarantee, and applicability inside an ABET-accredited programme is the receiving department's decision. The course is not available before transfer from a Florida College System institution — the lower-division path is the calculus and physics sequences plus the EGN-prefix pre-engineering common prerequisites, with the CES sequence coming after transfer into an engineering programme. Since credits are consistent at 3, the main transfer questions are the suffix and the prerequisite pairing; carry a syllabus.
The family: CES3100/CES3100C/CES3102 (structural analysis — the prerequisite, under three numbers); CES4702/CES4702C (this course); CES4605 (structural steel design, the companion); CES4141-range structural design and matrix analysis courses; CCE3101C and CGN3501C (civil engineering materials, the other common prerequisite, under two numbers at two institutions); CGN-prefix general civil engineering courses; and BCN2405/BCN2405C and BCN3xxx on the construction management side. Note that the construction-management structures sequence is not interchangeable with the engineering one: an engineering programme will not accept BCN courses in place of CES courses, and the reverse substitution is generally unnecessary. Titles for CES4702 include Reinforced Concrete Design, Analysis and Design in Reinforced Concrete and Concepts of Concrete Design.
Structural design is a field where professional responsibility is codified in law — a licensed engineer signs and seals the work and is answerable for it — which gives the question of AI-assisted design an unusually sharp edge here.
Where AI helps. Language models are useful for explaining why a code provision exists, for talking through the logic of a design step, for writing and debugging spreadsheet formulas and Python scripts that automate repetitive checks, and for producing a first draft of a design narrative. Machine learning is also appearing in genuinely useful engineering roles adjacent to this course: structural health monitoring from sensor data, image-based crack and spalling detection in concrete inspection (directly relevant to Florida's milestone inspection work), and generative optimisation of member sizing and layout.
Where AI fails, and why the stakes differ here. Language models misquote code provisions — they will cite an ACI section number confidently and give the wrong requirement, or quote a superseded edition, and ACI 318 is revised on a multi-year cycle so training data is frequently out of date. They produce arithmetic and unit errors in multi-step design calculations. They do not know which limit state governs a particular member and will optimise the one they were asked about while a different check fails. And they are confidently wrong about the boundary conditions and load paths that a designer establishes by judgement rather than by formula.
In most courses an undetected error costs marks. In structural design the same class of error, carried into practice, costs buildings and lives — and Florida has a recent and specific reason to state that plainly. The Surfside collapse is the reference point every Florida structural engineering student now carries.
The engineer's responsibility, which is a legal responsibility. Under Chapter 471, Florida Statutes, and the rules of the Florida Board of Professional Engineers, the engineer who seals a document is responsible for its content — there is no provision reducing that responsibility because a tool produced the calculation. Every code citation must be verified in the current edition of ACI 318 itself. Every design must be checked by hand or by an independent method. Software output, whether from spColumn or from a language model, is a candidate answer requiring verification, not a result. This is not a new ethic invented for AI: it is exactly the standard the profession already applies to finite element output and to any calculation produced by someone other than the sealing engineer.
For students specifically. The design judgement this course builds — knowing which check will govern, recognising a section that is obviously under-reinforced, sensing that a number is off by an order of magnitude — is the thing that lets an engineer catch a tool's error. It is acquired by working problems, and it cannot be acquired by reading solutions. A student who outsources the problem sets arrives at the FE examination, and later at professional practice, without the faculty that makes the tools safe to use.
Academic integrity. Policies vary by instructor, and a common arrangement in engineering courses permits AI for concept explanation and for coding while prohibiting it on design deliverables. Read the syllabus. Note also that ABET programme assessment often draws on this course's design work, so submitting work that is not your own misrepresents the programme as well as yourself.
Generated September 12, 2026 · Updated September 12, 2026