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QUESTION 4 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. H Calculate the deflections & and at points B and C, respectively. Assume P₁ = 18 kN, P₂ = 9.0 KN, L = 2.2 m, E = 200 GPa, and I = 18.1 x 106 mm4. (Enter the magnitudes in mm.) mm Sc = B mm

QUESTION 4 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. H Calculate the deflections & and at points B and C, respectively. Assume P₁ = 18 kN, P₂ = 9.0 KN, L = 2.2 m, E = 200 GPa, and I = 18.1 x 106 mm4. (Enter the magnitudes in mm.) mm Sc = B mm

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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QUESTION 4 Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A cantilever beam ACB supports two concentrated loads P, and P2, as shown in the figure. C B Calculate the deflections 8g and 8 at points B and C, respectively. Assume P, = 18 kN, P, = 9.0 kN, L = 2.2 m, E = 200 GPa, and I = 18.1 x 106 mm4. (Enter the magnitudes in mm.) mm mm
Transcribed Image Text:QUESTION 4 Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A cantilever beam ACB supports two concentrated loads P, and P2, as shown in the figure. C B Calculate the deflections 8g and 8 at points B and C, respectively. Assume P, = 18 kN, P, = 9.0 kN, L = 2.2 m, E = 200 GPa, and I = 18.1 x 106 mm4. (Enter the magnitudes in mm.) mm mm
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