Course Outline: C E 424/524 Structural Steel Design Gerstle,
Fall 2008
Course web link:
http://www.unm.edu/~gerstle
Class Meetings: T-Th
12:30 – 1:45 PM, CENT 1028
Office Hours: M-Th. 2:00 – 4:00
PM; anytime you see me in my office, or by appointment
Office:
CENT 3045, Phone: 277-3458; Email:
Texts: (1) Segui, W. T., "Steel Design", Fourth
Edition, Thomson Publishing Co., 2007.
(2) American Institute of Steel
Construction, "Steel Construction Manual", 13th Edition, 2005.
(3) (Optional) "Minimum Design Loads for Buildings and Other Structures",
ASCE7-05, American Society of Civil Engineers, 2005.
|
Learning Objectives |
After completing this course
the student shall be able to 1- Explain principles of LRFD design and select appropriate load and resistance factors and load combinations. 2- Design steel trusses. 3- Design bolted connections subjected to centric, eccentric shear, moments and axial loads. 4- Design welded connections subjected to centric, eccentric shear loads, moments and axial loads. 5- Compute stresses in connections due to prying action. 6- Explain the elastic and plastic behavior of columns. 7- Design columns subjected to axial loads. 8- Design simple studs that can be used in current construction. 9- Compute stresses in beams due to elastic and plastic analysis. 10- Explain principles of lateral torsion buckling of beams. 11- Design beam-column elements. 12- Compute service stresses in composite sections. 13- Design composite sections in bridges. 14- Design of composite floor slabs. 15- Design of plate girders. 16- Determine elastic buckling loads of structures |
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Expected Outcomes (In accordance with Civil Engineering Departmental
Goals) |
This course contributes to
the following educational outcomes in the objectives of the CE Department: 2. A familiarity with the modern tools for engineering analysis, including computers and sophisticated laboratory equipment. 3. An ability to approach and solve engineering problems in a structured manner. 4.
Synthesis of knowledge from various sources to produce creative,
cost-effective designs for civil engineering facilities. 7. A commitment to becoming registered as professional engineers. 8. An ability to communicate effectively, both in written and oral forms, as well as an ability to listen. 9. A
sensitivity to and practice of personal and professional ethics. 14. A basic understanding of societal and environmental issues as they affect engineering decisions |
Tentative Schedule (Subject to Change)
Number Topic Text
Material
1. Introduction Chapters
1-2
2. Motivation: Design (notes)
3. Tension Members 3.1-3.9
4. Compression Members 4.1-4.9
5. Compression Members 4.1-4.9
6. Beams 5.1-5.4
7. Beams 5.5-5.16
8. Beam-Columns 6.1-6.6
9. Beam-Columns 6.7-6.8
10. Beam-Columns 6.7-6.8
11. EXAM I
12. Simple Connections 7.1-7.3
13. Simple Connections: Bolted 7.4-
7.9
14. Simple Connections: Welded 7.10-7.11
15. Eccentric Connections: Bolted 8.1-8.3
16. Eccentric Welded Connections 8.4-8.5
17. More on Connections 8.6-8.9
18. EXAM II
19. Plate Girders 10.1-10.4
20. Plate Girders 10.5-10.7
21.
Plate
Girders 10.5-10.7
22.
Plate
Girders 10.5-10.7
23. Composite Construction 9.1-9.3
24. Composite Construction 9.4-9.6
25. Composite Construction 9.7-9.10
26. Design Example notes
27. Design Example notes
28. Design Example notes
29. Review
Final Exam, 10:00 AM-noon, Thursday,
December 18
CONDUCT
OF COURSE
1. Structural
Steel Design is a very practical activity. The course is designed to give
the student a "can-do" capability and some confidence (although not
overconfidence!) in his/her capability to design steel structures. To help gain a feeling for the design process
and for the behavior of steel structures, we will work together to design
several steel structures, yet to be determined.
We will develop structural plans (using the analysis program SAP2000 for
analysis support) for the structures. We
will also, if possible, go on a field trip to observe a structural steel
building during erection. The class will
also study steel design in the more traditional classroom setting, with
lectures that follow textbook, homework assignments, and exams over the
material covered. Many of the homework
assignments will have a strong design component to them.
2. All homework must be turned in as part
of successful completion of the course. Problem solutions must be on standard
engineering computational paper and must include the unambiguous problem
statements and sketches of the problem.
For full credit, homework must be turned in by the end of the period for
which the assignment is due. Only partial credit will be received for late
homework, and it may not be graded.
Professional behavior and professional worked is required.
3. Attendance at all sessions (or
pre-arranged excused absences) is required for successful completion of the
course.
4. The final grade will be determined from
the results of the homework, hour examinations, final exam, and a semester
project using the following weights:
Homework 30%
Midterm Exams 20%
Final Exam 20%
Semester Project 20%
Classroom Participation 10%
Note: The CE524 students will be expected
to do a more comprehensive semester project than the CE424 students. More
details will be provided.