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Composite Beam Transformed homogeneous beam obtained through a transformation factor: n = E1E2E1E2 dF = σ dA = σ dA’ σ dz dy = σ’ n dz dy σ = n σ’ and.

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Presentation on theme: "Composite Beam Transformed homogeneous beam obtained through a transformation factor: n = E1E2E1E2 dF = σ dA = σ dA’ σ dz dy = σ’ n dz dy σ = n σ’ and."— Presentation transcript:

1 Composite Beam Transformed homogeneous beam obtained through a transformation factor: n = E1E2E1E2 dF = σ dA = σ dA’ σ dz dy = σ’ n dz dy σ = n σ’ and

2 Typical Example of Composite Beam

3

4 Transverse Loading on Prismatic Beams

5 Sign Convention of Beams

6 Governing Equations of Beams

7 Shear and Bending Moment Diagram (I)

8 Shear and Bending Moment Diagram (II)

9 Shear and Bending Moment Diagram (III)

10 Shear and Bending Moment Diagram (IV)

11 Shear and Bending Moment Diagram (V)

12 Shear and Bending Moment Diagram (VI)

13 Shear and Bending Moment Diagram (VII)

14 Summary of Shear and Bending Moment Diagram


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