= Beam Displacements by David Roylance
{c}
{tag=Work by David Roylance}
{title2=2000}
https://web.mit.edu/course/3/3.11/www/modules/bdisp.pdf
MIT Department of Materials Science and Engineering module dated 30 November 2000. Introduction and Multiple integration, Example 1, pp. 1–3: simply supported central-load response and flexural-modulus inference; equation 7 gives the midspan deflection. The article uses positive downward displacement, opposite the signed displacement convention in the module.
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