Statically Indeterminate Structures |
Contents
CHAPTER PAGE | 1 |
FUNDAMENTAL PRINCIPLES OF STRUCTURAL MECHANICS | 9 |
CONTINUOUS BEAMS AND FRAMES WITH STRAIGHT PRISMATIC MEM | 48 |
Copyright | |
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acting actual analysis angle applied arch assumed assumption auxiliary force axes axial axis base beam bending C₁ calculated carry-over factors coefficients columns components computed connections considered constant construction continuous correction cross section curve deformation determined difference direction displacement distance distribution drawn effect elastic element end moments energy equal equations equilibrium Example expressed final fixed fixed-end moments force system frame ft-kips girders given gives Hinge horizontal influence diagram internal joint kips length load manner maximum means ments method MFab MFba movement necessary numerical obtained panel position problem procedure reactions recorded redundant relation relative respect rotation scale shear shown in Fig solution solved span stiffness strain stress structure substituted supported Table taken tangent theorem tion truss uniform unit usually values various vertical zero ΕΙ