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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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Typical Example of Composite Beam
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Transverse Loading on Prismatic Beams
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Sign Convention of Beams
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Governing Equations of Beams
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Shear and Bending Moment Diagram (I)
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Shear and Bending Moment Diagram (II)
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Shear and Bending Moment Diagram (III)
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Shear and Bending Moment Diagram (IV)
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Shear and Bending Moment Diagram (V)
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Shear and Bending Moment Diagram (VI)
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Shear and Bending Moment Diagram (VII)
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Summary of Shear and Bending Moment Diagram
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