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1-Introduction to Statically Indeterminate Structures-Dr. Noureldin

Dr. Mohamed Noureldin

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1-Introduction to Statically Indeterminate Structures-Dr. Noureldin

9 148 просмотров · 6 лет назад
Dr. Mohamed Noureldin
21,2 тыс. подписчиков
9 148 просмотров · 6 лет назад
Course Description: This course introduces methods of analysis for structures having a high degree of static indeterminacy such as continuous beams, trusses, plane frames, and multi-story frames. Course Contents: Introduction to Statically Indeterminate Structures 1. Advantages and Disadvantages of Indeterminate Structures 2. Analysis of Indeterminate Structures Approximate Analysis of Rectangular Building Frames: 1. Assumptions for Approximate Analysis 2. Analysis for Vertical Loads 3. Analysis for Lateral Loads—Portal Method 4. Analysis for Lateral Loads—Cantilever Method Method of Consistent Deformations (Force Method): 1. Structures with Single Degree of Indeterminacy 2. Internal Forces and Moments as Redundants 3. Structures with Multiple Degrees of Indeterminacy 4. Support Settlements, Temperature Changes and Fabrication Errors Three-Moment Equation Concept Application of Three-Moment Equation Method of Least Work Slope-Deflection Method: 1. Basic Concept of the Slope-Deflection Method 2. Analysis of Continuous Beams 3. Analysis of Frames without Sidesway 4. Analysis of Frames with Sidesway Moment-Distribution Method: 1. Basic Concept of the Moment-Distribution Method 2. Analysis of Frames without Sidesway 3. Analysis of Frames with Sidesway Text Books: Structural analysis, Aslam Kassimali, 4th edition. Keywords: Analysis of Statically Indeterminate Structures course, Statically Indeterminate Structures, Indeterminate Structures course, online class Indeterminate Structures, SKKU Indeterminate Structures class, CAL3005-41, Dr. Noureldin, Dr. Mohamed Noureldin, SKKU, Analysis for Vertical Loads, Portal Method, Analysis for Lateral Loads, Cantilever Method, Consistent Deformations, Support Settlements, Temperature Changes and Fabrication Errors, Three-Moment Equation, Method of Least Work, Slope-Deflection Method, Frames without Sidesway, Moment-Distribution Method, Aslam Kassimali book The general objectives are for the student to become able to: • identify, formulate, analyze, and solve structural analysis and design problems involving statically indeterminate structures while working individually or functioning on a team. • combine knowledge of statics, elastic deflection and compatibility gained in previous courses to understand and apply classical methods for the analysis of statically indeterminate trusses, beams, and frames; • improve communication skills by documenting design decisions in coherent and legible design calculations; • develop an awareness of contemporary structures, and appreciate professional responsibility issues; • recognize the need for life-long learning to keep abreast of new design and construction methods, enhance one’s abilities as a designer, and maintain one’s professional competence.