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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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

Typical Example of Composite Beam

Transverse Loading on Prismatic Beams

Sign Convention of Beams

Governing Equations of Beams

Shear and Bending Moment Diagram (I)

Shear and Bending Moment Diagram (II)

Shear and Bending Moment Diagram (III)

Shear and Bending Moment Diagram (IV)

Shear and Bending Moment Diagram (V)

Shear and Bending Moment Diagram (VI)

Shear and Bending Moment Diagram (VII)

Summary of Shear and Bending Moment Diagram