Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A cantilever beam ACB supports two concentrated loads P₁ and P₂, as shown in the figure. Ⓡ Calculate the deflections & and at points B and C, respectively. Assume P₁ = 14 kN, P₂ = 7.0 kN, L = 2.3 m, E = 200 GPa, and I = 19.6 x 105 mm4. (Enter the magnitudes in mm.) mm B = 8c = mm
Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A cantilever beam ACB supports two concentrated loads P₁ and P₂, as shown in the figure. Ⓡ Calculate the deflections & and at points B and C, respectively. Assume P₁ = 14 kN, P₂ = 7.0 kN, L = 2.3 m, E = 200 GPa, and I = 19.6 x 105 mm4. (Enter the magnitudes in mm.) mm B = 8c = mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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