Analysis of Statically-indeterminate Frameworks |
Contents
The Two Basic Approaches to the Analysis of Statically | 7 |
Analysis of Linear Pinjointed Frameworks using Stiffness | 16 |
Analysis of Staticallyindeterminate Beam Systems | 37 |
Copyright | |
6 other sections not shown
Common terms and phrases
A₁ A₂ actual additional analysis applied assuming beam bibliography ref calculated caused changes in length CHAPTER compatibility approach complementary energy considered couple deflection degrees of freedom determine direction displacements effects elastic centre energy equal equations equations of equilibrium equilibrium example expressed F₁ F₂ Figure final equations flexibility coefficients follows frame framework framework shown given gives important influence line instance joints linear elasticity linear systems loading means method necessary obtained pin-jointed plane portal positive possible potential energy principle problem produced redundant reference represents respectively result rigid rotation scale shown in Fig simply slope solution statically statically-determinate stiffness coefficients strains structure subjected Substituting supported sway system of forces Table theorem tons uniform unit values virtual zero ΕΙ