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7.41. Steel Design (Mandatory)
- Semester: 7th Sem. Credits: 5
- Hour of this course: Theory: 4 hours; Practice: 2 hours;
- Syllabus:
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English - Prerrequisites:
- CE2M2 Mechanics of Materials II (5th Sem)
7.41.1. Justification ↑ Back to top
Steel Design covers the fundamentals and application of the limit states design method (LRFD/ASD) to structural steel members and connections. The course addresses structural steel grades, design criteria and load combinations, the design of tension and compression members, compact and non-compact beams and plate girders, beam-columns under combined flexure-compression/tension, bolted and welded connections, and composite members in compression and in flexure. It provides the design competencies required for steel-framed buildings and industrial structures.
7.41.2. Generales Goals ↑ Back to top
- Apply LRFD/ASD design criteria and load combinations to structural steel members.
- Design tension members, compression members, beams, and plate girders using the limit states method.
- Design beam-columns under combined axial force and bending, and their bolted and welded connections.
- Design composite members in compression (encased and concrete-filled columns) and in flexure (composite beams).
7.41.3. Contribution to Outcomes ↑ Back to top
- ABET-1) An ability to identify, formulate, and solve complex engineering problems by applying principles of engineering, science, and mathematics. (Usage)
- ABET-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. (Usage)
7.41.4. Content ↑ Back to top
7.41.4.1. Design of Steel Members in Tension and Compression (19 hours) [Skills ABET-1,ABET-2] ↑ Back to top
Bibliography: (McCormac and Csernak, 2019; of Steel Construction, 2017)
Topics
- Tension member design and effective area considerations
- Compression member design and column buckling
Learning Outcomes
- Design tension members considering net area and block shear [Assessment]
- Select appropriate column sections and check buckling capacity [Usage]
7.41.4.2. Design of Steel Members in Flexure (29 hours) [Skills ABET-1,ABET-2] ↑ Back to top
Bibliography: (McCormac and Csernak, 2019; of Steel Construction, 2017)
Topics
- Flexural design of beams and lateral-torsional buckling
- Combined axial force and bending interaction
- Plate girders and web design
Learning Outcomes
- Proportion steel beams considering both local and lateral-torsional buckling [Assessment]
- Evaluate beam-columns using interaction equations [Usage]
- Design plate girders with consideration of web buckling and stiffeners [Assessment]
7.41.4.3. Steel Connections and Composite Systems (36 hours) [Skills ABET-2] ↑ Back to top
Bibliography: (Segui, 2018; of Steel Construction, 2017)
Topics
- Bolted connections design and failure modes
- Welded connections and design considerations
- Composite beams and shear connectors
- Moment-resisting frames and seismic provisions for steel structures
- Braced frames and concentrically braced frame design
- Connection design for special moment frames and prequalified connections
Learning Outcomes
- Design bolted connections for shear, tension, and combined loading [Assessment]
- Specify welded connections and determine weld sizes [Usage]
- Analyze composite beams and design shear stud connectors [Usage]
- Design moment-resisting frames for seismic and wind loads [Assessment]
- Proportion bracing members and connections in braced frame systems [Usage]
- Detail prequalified moment connections according to seismic provisions [Assessment]
7.41.5. Bibliography ↑ Back to top
McCormac, J. C. and Csernak, S. F. (2019). Structural Steel Design. Pearson, 6th edition.
of Steel Construction, A. I. (2017). Steel construction manual. Technical report, American Institute of Steel Construction.
Segui, W. T. (2018). Steel Design. Cengage Learning, 6th edition.