0
Budhayana, an Indian mathematician.
Wiki User
∙ 11y ago
Add your answer:
Earn +20 pts
Who invented equations?
Equations were invented by a man named Robert Recorde. Equations were introduced in the year 1557. Robert Recorde was also known as a mathematician.
Who invented linear equations?
Rene Descartes
Why infinity infinity is not indeterminate form?
It IS indeterminate.
Who invented linear equations in two variables?
william roman
Who invented differential equations?
Differential equations were invented separately by Isaac Newton and Gottfried Leibniz. This debate on who was the first one to invent it was argued by both Isaac and Gottfried until their death.
What is a statically indeterminate beam?
If you can solve the beam reactions by the equations of equilibrium, then it is statically deterrminate. If not, that is, more unknown reactions than the equations of equilibrium, then it is indeterminate, and you need to know something about its deformation to solve the reactions.
Who invented equations?
Equations were invented by a man named Robert Recorde. Equations were introduced in the year 1557. Robert Recorde was also known as a mathematician.
Who invented linear equations?
Rene Descartes
Who invented the ordinary differential equations?
Olusola Akinyele
Who invented the 2 step equations?
John Lennon
Who invented linear equations in two variables?
william roman
Why infinity infinity is not indeterminate form?
It IS indeterminate.
Who invented differential equations?
Differential equations were invented separately by Isaac Newton and Gottfried Leibniz. This debate on who was the first one to invent it was argued by both Isaac and Gottfried until their death.
Why use Statically indeterminate structures?
What are indeterminate structure
Who invented quadratic equations?
India did. A mathematician known as Budhayana.
Who invented the two step equations?
Rene Descates discovered it in the 17th century
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.
