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Districution of Stress Under Pure Bending

Districution of Stress Under Pure Bending - CIVL 311 Pure...

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Unformatted text preview: CIVL 311: Pure Bending ‘ \ \ k \ \ \ \ \\;\\m V 4 // / "//' V 6 Pure Bending (M only, no V, P, or T) With the following conditions: - linear-elastic material and 0 y an axis of symmetry (for now) With 0 M acting about bending axis zO (producing bending plane y-x) Produces only normal stress on the cross-section that is linear in variable y and does not depend on variable z. The value c is the maximum or minimum value of y. Both y and I must be calculated from the centroidal axis 20. ...
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