The beam is connected to a fixed support at A. The beam has an abrupt change...
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The beam is connected to a fixed support at A. The beam has an abrupt change in cross section at point B. Sections AB and BC both have solid circular cross sections of diameter AB and BC, respectively. The beam is subjected to the loading shown. Determine the deflection at point A using deflection by integration. P = 2,000 N L₁ = 1.5 m L₂ = 1.5 m E = 200 GPa DAB = 75 mm DBC = 150mm P A > X DAB L₁ B DBC L₂ C The beam is connected to a fixed support at A. The beam has an abrupt change in cross section at point B. Sections AB and BC both have solid circular cross sections of diameter AB and BC, respectively. The beam is subjected to the loading shown. Determine the deflection at point A using deflection by integration. P = 2,000 N L₁ = 1.5 m L₂ = 1.5 m E = 200 GPa DAB = 75 mm DBC = 150mm P A > X DAB L₁ B DBC L₂ C
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The problem youve presented is a classic structural mechanics problem involving the deflection of a beam under a point load The beam has two sections ... View the full answer
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