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Rhodes
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If I have a composite beam or an T beam where the top of the T is of significantly higher stiffness than the vertical part.
is it true that the further a stiffness material is from the neutral axis the greater the effect on the overall stiffness is? is it possible to calculate a new flexural modulus, that takes into account for this increased stiffness material the further it gets from the Neutral axis?
is it true that the further a stiffness material is from the neutral axis the greater the effect on the overall stiffness is? is it possible to calculate a new flexural modulus, that takes into account for this increased stiffness material the further it gets from the Neutral axis?