Overhanging beam apparatus |
Theory:
We know that if we apply a load equal to W at the two far ends of the overhangs of length 'a' each of an overhanging beam with the central span equal to 'L' then the amount of central deflection is
given by y = W.a.L^2/ 8.E.I
Now to find out EI, you have to use the following formula
EI= W.a.L^2/ 8.y
W, L and a are known from the above apparatus dimensions and the loads which are to be used are also known to you, and you have to note down the central up-rise(deflection) i.e. y with the help of the dial gauge and then put the values in the above formula.
So you get the value of the rigidity of the given overhanging beam.
Compare the values obtained for different loads and for different deflections and use the average.
Thank you!
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