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The twisting of a beam with rectangular cross-section is described by the inhomogeneous partial differential equation (PDE) b

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o o 2-2 0 Put a(0, y) = u(x,y) +37-xx? 22 1) to be a lip 2 u 10,7) * #*992) = 1 35 3 be from equm o , = -2 cs comes with lett© ¢Cb, y) = 0 / 0 (-6, y) = 0, zu (B,y) + B2 $2 = 0 ; u(-B,y) +bº-EB)?=D => ) u (boy)-o] ] = luk-t, y) = 0] $ (x,) = 0 / 0 (2

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