Modern Structural Analysis |
Contents
Deflections and Introduction to Elastic Stability | 1 |
Statically Indeterminate Structures | 81 |
The Moment Distribution Method | 171 |
Copyright | |
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applied approximate arch assumed axial beam and loading beam of Fig bending boundary conditions Calculate chapter components conjugate beam consider constant continuous beam cross section deflection of point deformations Determine differential equation displacements distribution factors dummy load elastic center elastic curve element equal equilibrium example FEM's finite difference fixed-end moments flexibility matrix folded plate follows force Fortran given horizontal illustrate indeterminate structures inertia joint kip-ft lb/ft length longitudinal maximum method moment distribution moment of inertia Mult obtained P₁ plane plastic hinges problem procedure reactions redundant rigid frame rotation shear center shear stress shown in Fig sidesway simple beam simply supported simultaneous equations slope-deflection solution solved span statically indeterminate step strain energy stress distribution superposition symmetrical Table temperature theory torsion truss unit load values vertical warping zero ΕΙ