Determine the vertical deflection at point Cusing Castigliano's Theorem. Take: P = 150 kN L= 10 m L/5 4L/5 E = 232x106 kPa and I = 8.789x1o4 m4 %3D

Q: Determine the slopes and deflections at points B and D of the beam shown. Using PARTIAL DERIVATIVE…

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Q: 50 k C B -9 ft- -9 ft- -18 ft- El = constant E = 29,000 ksi I = 4,000 in.+

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Q: Calculate the slope and Deflection at point C. Consider EI as constant and start x from A.

A: Given data  EI = constant  Find slope and deflection at point C.

Q: 8.52 kN A C B 3.5 m -3.5 m

A: Consider the following bending moment diagram/ EI : Bending moment at B = 0 Bending moment at C = 0…

Q: Use the conjugate-beam method tó determine the deflection and slope at point C. E=200 GPa, I=…

A: Draw the free body diagram. Taking moment at A, ∑MA=0By3-126=0By=24 kN

Q: SIT A. Determine the slope and deflection at point B of the beam. 50 kN · m - 4 m El = constant E =…

A: Given  E=70GPaE=70×103 MPaI=160×106 mm4 Consider the diagram of the beam

Q: Use 3 decimal places

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Q: Calculate the slope and deflection atB and E of the beam and loadings shown using PARTIAL DERIVATIVE…

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