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PPT – Beam Element Stiffness Equation Sect' 10'3 PowerPoint presentation | free to view - id: 216b43-ZDc1Z
6.6 COMPOSITE BEAMS • Transformed homogeneous beam obtained through a transformation factor: Transformed-section method
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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. - ppt download
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