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What is the difference between software that is determinate and software that is indeterminate?
Wiki User
∙ 14y ago
<1>. Software that is determinte: the order and timing of its inputs, processing, and outputs is predictable.
<2>. Software that is indeterminate: the order and timing of its input, processing, and outputs is not predictable in advance.
Wiki User
∙ 14y ago
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What is the difference between software determinate and software that is indeterminate?
Information determinacy refers to the predictability of the order and timing of infor- mation. An engineering analysis program accepts data that have a predefined order, executes the analysis algorithm(s) without interruption, and produces resultant data in report or graphical format. Such applications are determinate. A multiuser oper- ating system, on the other hand, accepts inputs that have varied content and arbi- trary timing, executes algorithms that can be interrupted by external conditions, and produces output that varies as a function of environment and time. Applications with these characteristics are indeterminate.
Distinguish between determinate error and indeterminate error?
Indeterminate errors are random errors that randomly fluctuate and cannot be eliminated. Determinate errors
Difference between determinate and indeterminate structures?
determinate structures are analysed by using equation of equilibrium or statics ie.., EV=0,EH=O,EM=0. EXAMPLE: simply supported beam ,cantilever beam,single or double over hanging beam. indeterminate beams are not capable of being analysed by using equation of statics. along with equation of statics we need some conditions for finding the unknowns. Example : fixed beam, propped cantilever beam, and continuous beam
What is the difference between statically determinate and indeterminate beam?
Determinate structures are analysed just by the use of basic equilibrium equations. By this analysis, the unknown reactions are found for the further determination of stresses. Redundant or indeterminate structures are not capable of being analysed by mere use of basic equilibrium equations. Along with the basic equilibrium equations, some extra conditions are required to be used like compatibility conditions of deformations etc to get the unknown reactions for drawing bending moment and shear force diagrams.Example of determinate structures are: simply supported beams, cantilever beams, single and double overhanging beams, three hinged arches, etc.Examples of indeterminate structures are: fixed beams, continuous beams, fixed arches, two hinged arches, portals, multistoried frames, etc.
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