CE 47000 – Structural Design in Metals
Credits and contact hours:
- 3 credits
- Lecture that meets 3 times per week for 50 minutes per meeting for 15 weeks
- Lab review meets once per week for 100 minutes
Specific course information:
- Catalog description: The elements of structural steel design, including tension members and their connections; structural connections, including welding, and high-strength bolts; compression members; rolled and built-up flexural members; and combined axial and flexural loading effects.
- Prerequisites: CE 371 (Structural Analysis I) or equivalent
- Course status: Technical Elective
Specific Goals for the course:
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Student learning outcomes - Upon successful completion of this course the student shall be able to:
- Be familiar with the design philosophy associated with Load and Resistance Factor Design, LRFD;
- Understand the difference between various limit states affecting steel members;
- Design simple tension members;
- Design simple welded and bolted connections;
- Design compression members;
- Have a basic understanding associated with the design and analysis of frame structures;
- Understand global and local buckling in compression members;
- Design non-composite beams and understand lateral and torsional buckling failure modes;
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Relationship of course to program outcomes
- Outcome 1: An ability to identify, formulate, and solve complex engineering problems by applying principles of engineering, science, and mathematics.
- Outcome 2: An ability to apply engineering design to produce solutions that meet specified needs with consideration of public health, safety, and welfare, as well as global, cultural, social, environmental, and economic factors
- Outcome 7: An ability to acquire and apply new knowledge as needed, using appropriate learning strategies.
Topics:
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REVIEW OF BASIC STEEL MAKING AND DESIGN
- Steel production, alloys, material properties, Design Philosophies
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TENSION MEMBER DESIGN
- Fracture, yielding, effective net section, block shear
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DESIGN OF BOLTED CONNECTIONS
- Bearing connections, slip critical connections, force transfer through bolted joints
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DESIGN OF WELDED CONNECTIONS
- Welding, weld types, weld defects, weld symbols fillet weld design, CJP and PJP welds
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COLUMN DESIGN
- Global and local buckling, real vs idealized column behavior, short, medium, and long columns, elastic and inelastic buckling
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DESIGN OF FLEXURAL MEMBERS
- Yield moment, plastic moment, lateral torsional buckling, compact and non-compact section.
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DESIGN OF BEAM COLUMNS
- Beam column interaction in frames, frame stability, introduction to the direct-analysis method