o Lesson 7 The Force Method of Analysis: An Introduction, objectives: Able to analyse statically indeterminate structure of degree one ~ Able to solve the problem by either treating reaction or moment as redundant ~ Able to draw shear force and bending moment diagram for statically indeterminate beams ~ Able to state advantages and limitations of force method of analysis –contents– [ Simple Example ]
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o Lesson 8 The Force Method of Analysis: Beams, objectives: Solve statically indeterminate beams of degree more than one ~ To solve the problem in matrix notation ~ To compute reactions at all the supports ~ To compute internal resisting bending moment at any section of the continuous beam –contents– [ Formalization of Procedure ]
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o Lesson 9 The Force Method of Analysis: Beams (Continued), objectives: Calculate additional stresses developed in statically indeterminate structures due to support settlements ~ Analyse continuous beams which are supported on yielding supports ~ Sketch the deflected shape of the member ~ Draw banding moment and shear force diagrams for indeterminate beams undergoing support settlements –contents– [ Support Displacements ~ Temperature Stresses ]
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o Lesson 10 The Force Method of Analysis: Trusses, objectives: Calculate degree of statical indeterminacy of a planar truss ~ Analyse the indeterminate planar truss for external loads ~ Analyse the planar truss for temperature loads ~ Analyse the planar truss for camber and lack of fit of a member –contents– [ Examples ]
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o Lesson 11 The Force Method of Analysis: Frames, objectives: Analyse the statically indeterminate plane frame by force method ~ Analyse the statically indeterminate plane frames undergoing support settlements ~ Calculate the static deflections of a primary structure (released frame) under external loads ~ Write compatibility equations of displacements for the plane deformations ~ Compute reaction components of the indeterminate frame ~ Draw shear force and bending moment diagrams for the frame ~ Draw qualitative elastic curve of the frame –contents– [ Support settlements ]
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o Lesson 12 Three-Moment Equations-I, objectives: Derive three-moment equations for a continuous beam with unyielding supports ~ Write compatibility equations of a continuous beam in terms of three moments ~ Compute reactions in statically indeterminate beams using three-moment equations ~ Analyse continuous beams having different moments of inertia in different spans using three-moment equations –contents– [ Three-moment equation ~ Alternate derivation ]
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o Lesson 13 The Three-Moment Equations-Ii, objectives: Derive three-moment equations for a continuous beam with yielding supports ~ Write compatibility equations of a continuous beam in terms of three moments ~ Compute reactions in statically indeterminate beams using three-moment equations ~ Analyse continuous beams having different moments of inertia in different spans and undergoing support settlements using three-moment equations –contents– [ Derivation of Three-Moment Equation ]
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