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.