University Of Central Florida

Department of Civil, Environmental, and Construction Engineering

CES 5606

Advanced Steel Structures

Catalog Description: Behavior and design of steel buildings. Emphasis on AISC-LRFD building code, connections, tension and compression members, beams, beam-columns, frames, composite members, seismic design of moment resisting frames.

Pre-requisite(s):
CES 4101
CES 4605

Designation: Elective

Contribution of course to meeting the Professional Component:

Math & Science Topic 0.0 credit hours
Engineering Topics 3.0 credit hours
General Education Topics 0.0 credit hours

 

Class Schedule: Laboratory Schedule:
Number of sessions per week 2 Number of sessions per week N/A
Duration of each session 75 mins Duration of each session N/A

Course Objectives:
· Prepare students for advanced graduate research on steel structures or joining the structural engineering community as a knowledgeable and competent structural designer.

Topics:
· Visualization Skills: Many of the problems encountered in this course are three-dimensional and are intended to enhance visualization skills
· Problem Solving Skills: Most of the problems in this class have more than one way of getting to the right answer. Students must be able to think ahead to identify the simplest solution.
· Design Skills: This is a design class, which emphasizes and component design as well as system design
· Critical Thinking Skills: This class emphasizes and develops the students' intuitive ability to judge the quality of their designs.
· Knowledge of current philosophies for design: LRFD emphasized, ASD mentioned.
· Probabilistic basis for LRFD.
· Load cases and calculation of design forces.
· Behavior and design of tension members ;Gross-section yielding behavior; Net selection fracture behavior; Shear lag behavior; Block shear behavior; Stiffness requirements.
· Behavior and design of compression members; Elastic and inelastic column buckling; Global buckling including torsional-flexural buckling; Effective length concept; Column curve concept; Local buckling and post buckling strength; Basis for and limitations of AISC design provisions.
· Behavior and design of beams; Plastic analysis and design; Moment gradients and lateral torsional buckling behavior; Lateral bracing requirements and systems; Shear strength; Beam bearing design
· Design of beam-columns: Fiber section analysis method; Interaction curves; Moment amplification, Braced and unbraced beam-columns.
· Design of simple and eccentric bolted connections: Shear and bearing behavior of bolts; Slip critical connections; Shear-tension behavior of bolts; Prying action in bolts.
· Design of simple and eccentric welded connections; strength and behavior of welds
· Beam-to-column connections; shear connections; fully restrained welded-bolted connections
· Lateral load resisting systems; moment-resisting systems, braced frame systems; shear wall systems and dual systems; braced tube systems; tube in tube systems; cellular systems; mega-systems
· Seismic behavior and design of lateral load resisting systems; focus on moment resisting frame systems.
· Composite beams; beam plastic strength; shear connector requirements

Textbook(s):
· Steel Structures: Design and Behavior, by Charles G. Salmon and John E. Johnson, 4th Edition. Harper Collins Publishers, 1996.
· Manual of Steel Construction, Load and Resistance Factor Design (LRFD), 3rd Edition, AISC, 2001.

Reference(s):
· N/A

Relationship of the course to Program Outcomes:
· This course is used to assess civil and environmental engineering program outcomes number 1, 4, 6, 7, 10.
· It is also used to apply concepts learnt in program outcomes number 1, 4, 6, 7, 10.
· This course also addresses the Criterion a, c, e, f, g, h, i, j, k (from the a-k list of ABET)