the deflection y of a beam subject to a tapering load w, may be computed as 𝑦(đť‘Ą) = 𝑤 120đť¸đťĽđťż [â’đť‘Ą5 + 2đťż2đť‘Ą3 â’ đťż4đť‘Ą] use w = 122.35 kn/cm, l = 150 cm, e = 27000 kn/cm2, i = 35000 cm4.
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