Analysis of Statically Indeterminate Frameworks |
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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
Analysis of Statically-indeterminate bending moments Betti's theorem bibliography ref cantilever caused changes in length compatibility approach compatibility of strains complementary energy conditions of equilibrium considered cross sectional area degrees of freedom due to unit elastic centre method encastre equations of equilibrium equilibrium approach Figure final equations flexibility coefficients flexural rigidity follows forces in equilibrium forces in members framework analysis framework shown Hooke's Law influence line linear elasticity linear simultaneous equations linear systems load F3 loading shown member BG merely necessary obtained pin-jointed framework plane framework PORTAL FRAME portal framework potential energy principle of stationary principle of virtual reciprocal theorem redundant member represents respectively rotation self-straining set-out in Table shown in Fig simultaneous equations sin2 solution stanchions statically statically-determinate system statically-indeterminate frameworks stiffness coefficients strain energy structure sway system of forces truss uniform unit load values vertical deflection whence Young's modulus zero
Bibliographic information
| Title | Analysis of Statically Indeterminate Frameworks |
| Author | Thomas Malcolm Charlton |
| Publisher | Longmans, 1961 |
| Original from | the University of Michigan |
| Digitized | May 4, 2007 |
| Length | 158 pages |
| Export Citation | BiBTeX EndNote RefMan |