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4- Cantilever method-Lateral loads- Dr. Noureldin
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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.
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.
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