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2. Analysis of Statically Determinate Structures.Idealized Structure. Principle of Superposition. Equations of Equilibrium. Determinacy and Stability. Application of the Equations of Equilibrium. Analysis of Simple Diaphragm and Shear Wall Systems. Problems.
6. Influence Lines for Statically Determinate Structures.Influence Lines. Influence Lines for Beams. Qualitative Influence Lines. Influence Lines for Floor Girders. Influence Lines for Trusses. Live Loads for Bridges. Maximum Influence at a Point Due to a Series of Concentrated Loads. Absolute Maximum Shear and Moment. Problems.
7. Approximate Analysis of Statically Indeterminate Structures.Use of Approximate Methods. Trusses. Vertical Loads on Building Frames. Portal Frames and Trusses. Lateral Loads on Building Frames: Portal Method. Lateral Loads on Building Frames: Cantilever Method. Problems.
9. Analysis of Statically Indeterminate Structures by the Force Method.Statically Indeterminate Structures. Force Method of Analysis: General Procedure. Maxwell’s Theorem of Reciprocal Displacements; Betti’s Law. Force Method of Analysis: Beams. Force Method of Analysis: Frames. Force Method of Analysis: Trusses. Composite Structures. Additional Remarks on the Force Method of Analysis. The Three-Moment Equation. Influence Lines for Statically Indeterminate Beams. Qualitative Influence Lines for Frames. Problems.
10. Displacement Method of Analysis: Slope-Deflection Equations.Displacement Method of Analysis: General Procedures. Slope-Deflection Equations. Analysis of Beams. Analysis of Frames: No Sidesway. Analysis of Frames: Sidesway. Problems.
12. Analysis of Beams and Frames Consisting of Nonprismatic Members.Deflections of Nonprismatic Members. Loading Properties of Nonprismatic Members Using the Conjugate-Beam Method. Loading Properties of Nonprismatic Members Available from Publications. Moment Distribution for Structures Having Nonprismatic Members. Slope-Deflection Equations for Nonprismatic Members. Problems.