1. | ![]() |
Introduction to Structural Analysis | 1.History of structural enginerring 2.Role of structural analysis in structural engineering projects | ![]() |
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Basic Concepts of Structural Analysis | 1. Equations of equilibrium 2. Condition Equations 3. Principle of superposition | ![]() |
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Reactions | 1. Reactioin forces for planar structures 2. External statical classification of structures with condition equations | ![]() |
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Member Forces in Planar Trusses | 1. Statical determinacy and stability of planar trusses 2. The Method of joint 3. The Method of section | ![]() |
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Member Forces in Beams and Frames 1 | 1. Statical determinacy and stability of beam and frame structures 2. Determination of internal forces | ![]() |
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Member Forces in Beams and Frames 2 | 1. Relationships between load, shear, and bending moment 2. Shear and bending moment diagrams | ![]() |
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Influence Lines and Maximum Load Effects 1 | 1. Variation in response function with position of load | ![]() |
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Influence Lines and Maximum Load Effects 2 | 1. Influence lines by equilibrium methods 2. Use of influence lines 3. Maximum response functions in beams | ![]() |
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Elastic Deflection of Trusses | 1. Truss deflections by complemetary virtual work 2. Principle of virtual displacements | ![]() |
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Elastic Deflection of Beam and Frame Structures 1 | 1. Principle of Stationary Total Potential Energy 2. Truss deflections by energy methods 3. Flexural force-deformation relationships | ![]() |
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Elastic Deflection of Beam and Frame Structures 2 | 1. Beam and frame deflections by complementary virtual work 2. Beam and frame defelctions by energy methods 3. Beavioral characteristics of statically indeterminate structures | ![]() |
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Method of Consistent Deformations 1 | 1. Determination of redundant reactions | ![]() |
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Method of Consistent Deformations 2 | 1. Support settlements and elastic supports 2. Determination of redundant member forces for truss structures 3. Compatibility equations by energy methods | ![]() |
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Slope deflection method 1 | 1. Slope deflection method for frame problems | ![]() |
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Slope deflection method 2 | 1. Temperature change 2. Problem variations | ![]() |
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Slope deflection method 3 | 1. Equilibrium equations by energy methods | ![]() |
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Moment distribution method | 1. Iterative methods 2. Summary | ![]() |
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10. | ![]() |
Stiffness Method | 1. Equilibrium method 2. Displacement method 3. Matrix algebra | ![]() |
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Matrix structural analysis | 1. Displacement method | ![]() |