CIVE Concrete I Fall

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CIVE 413 - Concrete I Fall 2017-2018 Catalogue Description : CIVE 413 Concrete I Credits: 3 Prerequisite: CIVE 310 Mechanics of Material The course seeks to provide the students with the basic and fundamental aspects of analysis and design of Reinforced Concrete (R/C) elements. The course includes: Mechanical properties of concrete materials. Ultimate strength theory for flexure and shear. Analysis and Design of R/C beams for flexure and shear. Service load behavior of R/C members. Bond properties of reinforcing bars. Design of solid and ribbed one-way slab. Textbook: Reinforced Concrete: Mechanics And Design, James G. MacGregor and James K. Wight, Prentice Hall; 4 th edition, 2005. Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14), American Concrete Institute, P.O.Box 9094, Farmington Hills, MI 48333. Coordinator: Prerequisite by topic: Course Objectives and Relation to CEE Program Objectives: Prof. Mohamed Harajli, Department of Civil and Environmental Engineering Mechanics and Statics. 1. To provide students with the basic and fundamental principles and concepts for the analysis and design of reinforced concrete beams and one-way slabs.(program Objective 1). 2. To develop the scientific skills and knowledge necessary for the analysis of reinforced concrete members. (Program Objective 2). 3. To develop the scientific skills necessary for the design of reinforced concrete members. (Program Objective 3) Topics: 1. Introduction - historical background - classification/types of loads on structures - design methods

2. R/C Materials - material properties of plain concrete - stress-strain properties of concrete and steel 3 Service load analysis - cracked section analysis - service load stresses - service load deflections - Maximum allowable deflection ACI provisions 4. Flexural strength analysis and design of R/C sections - load factored design method - compatibility and equilibrium requirements - Whiney stress distribution - over and under-reinforced sections, ductility requirements- ACI code provisions - doubly reinforced sections, flanged sections - applications for the analysis and design of R/C beams 5. Shear design of reinforced concrete beams - shear cracks and mechanism of shear resistance - criteria of shear design - design of shear reinforcement ACI code provisions 6. Bond, anchorage, and development length - mechanism of bond resistance - development length of reinforcing bars in tension and compression - anchorage requirements for shear reinforcement - anchorage by hooks - bar cut-off ACI code provisions 7. One-way slab design - types of slabs - ACI moment and shear coefficients - design of solid and ribbed one-way slabs Learning Outcomes and Relation with Program Outcomes and Objectives Course Outcomes 1. Students will understand the basic concepts and principles needed for the analysis and design of reinforced concrete (RC) beams and one-way slabs. 2. Students will have the ability to analyze the flexural and shear strength capacities of basic reinforced concrete structural systems. 3. Students will have the ability to analyze/predict the service load behavior of basic RC beams. Correlation with Program Outcomes Program Objectives a 1 a, b 2 a, b 2

4. Students will have the ability to design basic RC structural systems (beams/oneway slabs) to satisfy a set of functional requirements and desired needs. a, b, d 2, 3 Assessment Tools: 1. Announced 50-minutes quizzes (about 5 to 6 quizzes - 60%) 2. Final Exam (2 hours - 40%) Note: Class attendance is required. Students who absent themselves from class sessions without valid excuse may get a grade of W for this course. Exam Schedule: Final (2 hours) : At the end of the Fall Term Course Outcomes 1. Students will understand the basic concepts and principles needed for the analysis and design of reinforced concrete (RC) beams and one-way slabs. HW Drop Quizzes I Assessment Tools QUIZES II FINAL Exam Course Survey 2. Students will have the ability to analyze the flexural and shear strength capacities of basic reinforced concrete structural systems. 3. Students will have the ability to analyze/predict the service load behavior of basic RC beams. 4. Students will have the ability to design basic RC structural systems (beams/oneway slabs) to satisfy a set of functional requirements and desired needs. Prepared by M. Harajli&A.M.Elsouri Date Fall 2017

CIVE 413 Concrete I Course Learning Assessment DETAILED LEARNING OUTCOMES Spring 2015-2016 Instructor: M. Harajli Using the following scale: SA = Strongly Agree; A = Agree; N= Neutral; D = Disagree; SD = Strongly Disagree, kindly comment on the following: 1. Understood the basic concepts and principles needed for the analysis and design of basic reinforced concrete elements. 2. Able to predict the service load characteristics of RC sections and to calculate the service load stresses in the reinforcing steel and concrete. 3. Able to compute the deflections of RC beams under service load applications. 4. Able to ANALYZE beams for flexure. 5. Able to DESIGN beams for flexure. 6. Able to design beams for shear. 7. Able to design s.supported or continuous reinforced concrete one-way solid slabs and supporting continuous beams. 8. Able to design s. supported or continuous reinforced concrete one-way ribbed (Hourdis) slabs and supporting continuous beams. 9. Understood the basic concepts of bond strength between steel bars and concrete and how to compute related development length of steel bars and bar cut-off points. Provide below any further comments that you would like to add (may use back of page if necessary):