Loading Properties of Nonprismatic Members Available from Publications. Loading Properties of Nonprismatic Members Using the Conjugate-Beam Method. Analysis of Beams and Frames Consisting of Nonprismatic Members.ĭeflections of Nonprismatic Members. Moment Distribution for Frames: Sidesway. Moment Distribution for Frames: No Sidesway.
Displacement Method of Analysis: Moment Distribution. Displacement Method of Analysis: Slope-Deflection Equations.ĭisplacement Method of Analysis: General Procedures. Influence Lines for Statically Indeterminate Beams. Additional Remarks on the Force Method of Analysis. Maxwell's Theorem of Reciprocal Displacements Betti's Law. Force Method of Analysis: General Procedure. Analysis of Statically Indeterminate Structures by the Force Method. Castigliano's Theorem for Beams and Frames. Virtual Strain Energy Caused by Axial Load, Shear, Torsion, and Temperature. Method of Virtual Work: Beams and Frames. Problems.ĭeflection Diagrams and the Elastic Curve. Lateral Loads on Building Frames: Cantilever Method. Lateral Loads on Building Frames: Portal Method. Approximate Analysis of Statically Indeterminate Structures. Maximum Influence at a Point Due to a Series of Concentrated Loads. Influence Lines for Statically Determinate Structures. Cable Subjected to a Uniform Distributed Load. Moment Diagrams Constructed by the Method of Superposition. Internal Loadings Developed in Structural Members. Analysis of Statically Determinate Trusses.Ĭommon Types of Trusses. Analysis of Simple Diaphragm and Shear Wall Systems. Application of the Equations of Equilibrium. Analysis of Statically Determinate Structures. For individuals planning for a career as structural engineers. Emphases are placed on teaching readers to both model and analyze a structure.Ī hallmark of the book, Procedures for Analysis, has been retained in this edition to provide learners with a logical, orderly method to follow when applying theory.Ĭhapter topics include types of structures and loads, analysis of statically determinate structures, analysis of statically determinate trusses, internal loadings developed in structural members, cables and arches, influence lines for statically determinate structures, approximate analysis of statically indeterminate structures, deflections, analysis of statically indeterminate structures by the force method, displacement method of analysis: slope-deflection equations, displacement method of analysis: moment distribution, analysis of beams and frames consisting of nonprismatic members, truss analysis using the stiffness method, beam analysis using the stiffness method, and plane frame analysis using the stiffness method. His book provides students with a clear and thorough presentation of the theory and application of structural analysis as it applies to trusses, beams, and frames.
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