Deflection of beam depends upon load and length of beam.
Larger the beam, larger will be it's selfweight
Deflection of simply supported beam is given by P*l^3/(48E) Where P= point load at centre of beam l= length of beam E= Modules of elasticity
solid beam have more deflection
it will depend upon the load and moment applied on the beam.
when the load is applied in the beam then deflection takes place. the nature of the deflection depends on the support provided on it
There isn't really an advantage of having a fixed beam vs. a simply supported beam, it depends on what application the beam is for. If one of the design criteria of the beam is that it be able to deflect from one end to another then you are going to want to use a fixed beam. For example such applications could include a diving bored. A simply supported beam differs from a fixed beam because the beam is supported at both ends. Thus when a simply supported beam is loaded, the deflection will occur throughout the beam, since the ends are confined and will remain as they were. Furthermore on a fixed beam, (the end that is fixed) will have restrictive forces and moments keeping the end from moving.
As you bring the source of light closer to the deflector the energy of the loss of energy from the light waves decreases. So the light waves strikes the deflector with greater energy. So more energy is needed to deflect them. Hence the deflection decreases.
Deflection of simply supported beam is given by P*l^3/(48E) Where P= point load at centre of beam l= length of beam E= Modules of elasticity
Electromagnetic deflection is used because it can create greater deflection angles of the electron beam compared to electrostatic deflection.
Deflection of beam means amount by which beam gets deflected from its original position.
solid beam have more deflection
Its width, depth, length the material that it is made from, the points of support
I also want to find the similar answer
it will depend upon the load and moment applied on the beam.
Q
A bressummer beam carries loads from above but has no window or door below it. Therefore its allowable deflection (long term or short loads) can be greater. A lintel on the other hand has a window or door below it and requires less deflection to ensure that the operation of the window/door is not compromised.
There are many established methods of solving deflection of beam. Some notable methods are as follows.Double integration methodArea-moment methodMethod of superpositionConjugate beam methodCastigliano's TheoremThe most widely used are the method of superposition and area-moment method. Links are provided in the related linksfor you to read the procedure for each method and many examples in simply supported beams.
Two beams are said to be elastically coupled when central deflection in the lower beam (due to load on midspan) is equal to the central deflection on the upper beam plus the extension in suspension rod by which both are suspended