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Note: the moment of in deflection of beam und stiffness is given by El v the moment of inertia horizontal axis through the stiffer the beam an For a uniformly loaded 5 wl4 midspan is: 384 EI

Note: the moment of in deflection of beam und stiffness is given by El v the moment of inertia horizontal axis through the stiffer the beam an For a uniformly loaded 5 wl4 midspan is: 384 EI

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Note: the moment of inertia plays an important part in the theory of deflection of beam under transverse loading where the flexural stiffness is given by El where E is Young Modulus of Elasticity and I is the moment of inertia of the beam cross section with respect to the horizontal axis through the center of gravity. The greater the value of I, the stiffer the beam and the less it will deflect. For a uniformly loaded simply supported beam, the max deflection at 5 wl4 midspan is: 384 EI
Transcribed Image Text:Note: the moment of inertia plays an important part in the theory of deflection of beam under transverse loading where the flexural stiffness is given by El where E is Young Modulus of Elasticity and I is the moment of inertia of the beam cross section with respect to the horizontal axis through the center of gravity. The greater the value of I, the stiffer the beam and the less it will deflect. For a uniformly loaded simply supported beam, the max deflection at 5 wl4 midspan is: 384 EI
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