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Course Criteria
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3.00 Credits
Plastic design of steel beams, columns, and connections; elastic design of tension, compression, and flexural members using Load and Resistance Factor Design specifications. A grade of C- or better required in pre-requisite 3434. I,II. Pre: 3434. (2H,3L,3 Credits).
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3.00 Credits
Introduction to the methods of static structural stability analysis and their applications. Buckling of columns and frames. Energy method and approximate solutions. Elastic and inelastic behavior. Torsional and lateral buckling. Use of stability as a structural design criterion. A grade of C- or better required in AOE 3024 or CEE 3404. II. Pre: AOE 3024 or CEE 3404. (3H,3 Credits).
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3.00 Credits
Masonry materials, material testing, material specifications. Structural behavior and design of masonry elements (walls, beams, and columns) and systems used in structures. Construction techniques and the details of masonry construction. Building codes relating to analysis and design of masonry structures. A grade of C- or better required in pre-requisites 3424 and 3684. II. Pre: 3684, 3424. (3H,3 Credits).
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3.00 Credits
Behavior and design of continuous reinforced concrete structures subjected to gravity and lateral loads. application of computer programs to frame analysis and design of members. Biaxial bending of columns, two-way floor systems, retaining walls, and footing design problems. Comprehensive design project concludes the course. A grade of C- or better required in pre-requisite 3424. II. Pre: 3424. (3H,3 Credits).
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3.00 Credits
Design of structural members in steel, concrete, and wood using computers. Design of structural systems. Development of programs for the solution of structural design problems. Senior standing in civil engineering required. A grade of C- or better required in pre-requisites 3424 or 3434. Pre: 3424 or 3434. (3H,3 Credits).
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3.00 Credits
Introduction to finite element method as applied to civil engineering problems. One-dimensional stress-deformation, fluid flow, and consolidation problems. Analysis of beam bending and beam-column and torsion problems. Two-dimensional plane strain, plane stress, and axisymmetric analysis of stress-deformation and fluid flow problems. Use of computer codes. Introduction to nonlinear techniques. A grade of C- or better required in pre-requisites 3404 or ESM 3054. I. Pre: 3404 or ESM 3054. (3H,3 Credits).
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3.00 Credits
Principles and techniques for characterizing earth materials (soil and rock) for civil engineering projects in various regional environments; with emphasis on the interdisciplinary approach to field exploration and site description through soil mechanics theory, geologic correlations, geophysical methods, in site testing and sampling. A grade of C- or better required in pre-requisite 3514. I. Pre: 3514. (3H,3 Credits).
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3.00 Credits
Methods of soil sampling and testing for engineering applications; interpretation and utilization of test results; tests for soil identification, soil classification, soil stabilization, settlement analysis, and stability calculations; in situ testing. II. Pre: 3514. (2H,3L,3 Credits).
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3.00 Credits
Earth pressure theories and their applications to the design of retaining structures, anchors, and excavation bracing. Bearing capacity and settlement of shallow foundations. Types and capacity of deep foundations. A grade of C- or better in pre-requisite 3514. I,II. Pre: 3514. (3H,3 Credits).
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3.00 Credits
Application of geotechnical engineering principles in the design, planning and control of surface and subsurface construction. Excavation and grading, compacted fill, geosynthetics, methods of ground improvement, geotechnical aspects of sustainable development. Building codes and ordinances governing earthwork. Pre: 3514. (3H,3 Credits).
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