http://beamsbending.com/Applet.html
you will need that to calculate the strength and deflection of the beam, and also strength of the support itself
Downward deflection in a beam can be caused by various factors such as applied loads, weight of the beam itself, support conditions, and material properties. The beam experiences bending under these factors, resulting in deformation or deflection. Factors such as stiffness, beam geometry, and loading conditions influence the magnitude of the downward deflection.
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
Deflection of beam means amount by which beam gets deflected from its original position.
Deflection is inversely proportional to moment of inertia, the larger the moment of inertia the smaller the deflection. Deflection is (with a simple centerloaded beam) is PL^3/48EI The various deflections are as follows: (i) for a simply supported beam with point load (center)=PL^3/48EI (ii) // // // UDL= 5PL^4/384EI (iii) for a cantilever with point load= PL^3/3EI (iv) // // with UDL= PL^4/8EI visit deflection calculator http://civilengineer.webinfolist.com/str/sdcalc.htm
The deflection of a one-way continuous beam can be calculated using the double integration method. First, find the equation of the elastic curve based on the loading and support conditions. Then, apply boundary conditions (support conditions) to solve for the integration constants and determine the deflection at any point on the beam. Remember to consider the influence of any intermediate supports on the deflected shape of the beam.
because the deflection in simple suported beam is more due to the orestriction at the ends as the ends are freely supported by twoo supports
To calculate the size of a LVL (Laminated Veneer Lumber) beam, you need to consider factors such as the span of the beam, the load it will support, and the allowable deflection. This calculation typically involves using engineering tables or software to determine the appropriate dimensions for the LVL beam to ensure it can safely support the intended load without excessive deflection.
Deflection of beam depends upon load and length of beam. Larger the beam, larger will be it's selfweight
The formula for calculating the deflection of a composite beam is typically determined using the principles of superposition, which involves adding the deflections of individual components of the beam. This can be expressed as: (i) where is the total deflection of the composite beam and i represents the deflection of each individual component.
Its width, depth, length the material that it is made from, the points of support