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am-ii_unit-ii
am-ii_unit-ii

... 3.Uniformly Varying Load:A Load which is spread over a beam in such a manner that its intensity varies uniformly on each unit is called uniformly varying load.  When load is zero at one end and increases uniformly to the other end it is known as ...
mechanical waves, problem set #2
mechanical waves, problem set #2

... 1) Consider an irregular beam with weight W = 1.0 × 103 N, hanging horizontally using two similar strings A and B, with the same length l = 3.0 m and mass m = 0.20 kg, as shown in the fig. 1. The center of gravity of the beam is one-fifth of the way along the beam from the string A. Call the tension ...
Like a beam of high velocity electrons, a laser beam is also capable
Like a beam of high velocity electrons, a laser beam is also capable

... Like a beam of high velocity electrons, a laser beam is also capable of producing very high power density. Laser is a highly coherent (in space and time) beam of electromagnetic radiation with wavelength varying operation from 0.1 – 0.7µm. However, the power requirement for machining operation restr ...
Lab 2 - Report
Lab 2 - Report

Pinned or Hinged support
Pinned or Hinged support

... • The force which is trying to shear off the section is called shear force. • Shear Force at a section in a beam is the force that is trying to shear off the section and is obtained as the algebraic sum of all the forces including the reactions acting normal to the axis of the beam either to the lef ...
Cathode Ray Tubes
Cathode Ray Tubes

... electrically charged plates. After they are sped up, the beam can be directed by very precise control of another set of charged plates. ...
HW2 - backup.pdf
HW2 - backup.pdf

... statement. A homogeneous beam section is created and assigned a rectangular cross section (b = 1 meter, h = 0.1 meter). The beam section is orientated along the beam to accurately represent the geometric conditions of the problem. Step Definition, Loads, and Boundary Conditions The analysis is perfo ...
< 1 2 3

Euler–Bernoulli beam theory



Euler–Bernoulli beam theory (also known as engineer's beam theory or classical beam theory) is a simplification of the linear theory of elasticity which provides a means of calculating the load-carrying and deflection characteristics of beams. It covers the case for small deflections of a beam that is subjected to lateral loads only. It is thus a special case of Timoshenko beam theory. It was first enunciated circa 1750, but was not applied on a large scale until the development of the Eiffel Tower and the Ferris wheel in the late 19th century. Following these successful demonstrations, it quickly became a cornerstone of engineering and an enabler of the Second Industrial Revolution.Additional analysis tools have been developed such as plate theory and finite element analysis, but the simplicity of beam theory makes it an important tool in the sciences, especially structural and mechanical engineering.
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