Editing Structural analysis (section)

==Analytical methods==
To perform an accurate analysis a structural engineer must determine information such as [[structural load]]s, [[List of structural elements|geometry]], support conditions, and material properties. The results of such an analysis typically include support reactions, [[Stress (physics)|stresses]] and [[Displacement (vector)|displacements]]. This information is then compared to criteria that indicate the conditions of failure. Advanced structural analysis may examine [[dynamic response]], [[buckling|stability]] and [[non-linear]] behavior.
There are three approaches to the analysis: the [[Strength of materials|mechanics of materials]] approach (also known as strength of materials), the [[3-D elasticity|elasticity theory]] approach (which is actually a special case of the more general field of [[continuum mechanics]]), and the [[finite element]] approach. The first two make use of analytical formulations which apply mostly simple linear elastic models, leading to closed-form solutions, and can often be solved by hand. The finite element approach is actually a numerical method for solving differential equations generated by theories of mechanics such as elasticity theory and strength of materials. However, the finite-element method depends heavily on the processing power of computers and is more applicable to structures of arbitrary size and complexity.

Regardless of approach, the formulation is based on the same three fundamental relations: [[mechanical equilibrium|equilibrium]], [[Constitutive equation|constitutive]], and [[Compatibility (mechanics)|compatibility]]. The solutions are approximate when any of these relations are only approximately satisfied, or only an approximation of reality.

===Limitations===
Each method has noteworthy limitations. The method of mechanics of materials is limited to very simple structural elements under relatively simple loading conditions. The structural elements and loading conditions allowed, however, are sufficient to solve many useful engineering problems. The theory of elasticity allows the solution of structural elements of general geometry under general loading conditions, in principle. Analytical solution, however, is limited to relatively simple cases. The solution of elasticity problems also requires the solution of a system of partial differential equations, which is considerably more mathematically demanding than the solution of mechanics of materials problems, which require at most the solution of an ordinary differential equation. The finite element method is perhaps the most restrictive and most useful at the same time. This method itself relies upon other structural theories (such as the other two discussed here) for equations to solve. It does, however, make it generally possible to solve these equations, even with highly complex geometry and loading conditions, with the restriction that there is always some numerical error. Effective and reliable use of this method requires a solid understanding of its limitations.