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Table 3 provides equations for calculating beam deflections and slopes under different loading conditions: 1) For a beam with a central point load P, the maximum deflection νmax occurs at the center x=L/2 and is PL^3/48EI. 2) For a beam with a uniform load w, the maximum deflection νmax occurs at both ends x=L and is -5wL^4/384EI. 3) Equations are also provided to calculate the deflection ν and slope θ at any point x along beams with different end conditions under loads P, M0, and w.

Author

Aisyah Nadhirah

Language

EN