CIVILEN 4350
Transcript Abbreviation:
Reinforced Concr
Course Description:
Analysis and design of reinforced concrete beams, one-way slabs and columns under flexure, shear and axial loads.
Course Levels:
Undergraduate (1000-5000 level)
Designation:
Elective
General Education Course:
(N/A)
Cross-Listings:
(N/A)
Credit Hours (Minimum if “Range”selected):
3.00
Max Credit Hours:
3.00
Select if Repeatable:
Off
Maximum Repeatable Credits:
(N/A)
Total Completions Allowed:
(N/A)
Allow Multiple Enrollments in Term:
No
Course Length:
14 weeks (autumn or spring)
12 weeks (summer only)
Off Campus:
Never
Campus Location:
Columbus
Instruction Modes:
In Person (75-100% campus; 0-24% online)
Prerequisites and Co-requisites:
Prereq: 3310 (431), and enrollment in CivilEn major.
Electronically Enforced:
No
Exclusions:
Not open to students with credit for 535.
Course Goals / Objectives:
Have basic knowledge of analysis and design procedures following the ACI code standard for reinforced concrete members subjected to bending, shear and axial loads
Be able to design rectangular and T-beams for flexure and shear; slabs for flexure; and columns for axial loads and bending
Have the knowledge of ?strength design? concepts
Have skills to check serviceability conditions (e.g., cracking and deflections) for reinforced concrete beams and one-way slabs
Check if concurrence sought:
No
Contact Hours:
| Topic | LEC | REC out-of-class | REC in-class | Weekly LAB out-of-class | Weekly LAB in-class |
|---|---|---|---|---|---|
| Fundamentals and Behavior of Reinforced Concrete Members: Material Properties – Steel Reinforcement and Concrete Strength Design Concepts Mechanics of Bending | 4.0 | 0.0 | 0 | 0.0 | 0 |
| Analysis and Design of Reinforced Concrete Members Subjected to Bending: Rectangular Beams One-Way Slabs T-beams Doubly Reinforced Beams | 15.0 | 0.0 | 0 | 0.0 | 0 |
| Analysis and Design of Beams for Shear | 8.0 | 0.0 | 0 | 0.0 | 0 |
| Serviceability Considerations for Beams and Slabs; Cracking and Deflections | 4.0 | 0.0 | 0 | 0.0 | 0 |
| Analysis and Design of Short columns: Axial Load – Bending Moment Interaction | 9.0 | 0.0 | 0 | 0.0 | 0 |
| Total | 40 | 0 | 0 | 0 | 0 |
Grading Plan:
Letter Grade
Course Components:
Lecture
Grade Roster Component:
Lecture
Credit by Exam (EM):
No
Grades Breakdown:
| Aspect | Percent |
|---|---|
| Homeworks and quizzes | 15% |
| Midterm 1 | 25% |
| Midterm 2 | 25% |
| Final | 35% |
Representative Textbooks and Other Course Materials:
| Title | Author | Year |
|---|---|---|
| Reinforced Concrete Design | Limbrunner G. F. and Aghayere A. O. |
ABET-CAC Criterion 3 Outcomes:
(N/A)
ABET-ETAC Criterion 3 Outcomes:
(N/A)
ABET-EAC Criterion 3 Outcomes:
(N/A)
Embedded Literacies Info: