1. Assume El to be constant, E=200 GPa, =500 x 10^6 mm^4. * 30 kN 30 kN 30 kN 30 kN/m 15 kN/m В C D 3m 3m 3m 3m

Q: The girder in a floor system is subjected to a series of point loads from the beams that frame into…

A: EI =constantTo find:Slope at left supportDeflection at midspan using moment area method.

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A: Cross-sectional Area, A = 300 mm2                                        = 0.0003 m2 E = 200 GPa…

Q: Determine the displacement at C and the slope at B. EI is constant. Use the moment-area theorems. |A…

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Q: mine the elastic curve for the simply supported beam using the x coordinate 0 ≤ x ≤4/2. Also,…

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A: Data given Find : Maximum deflection between supports A and B

Q: Using double integration determine the equations of the elastic curve for the beam. Apply boundary…

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Q: - W, L* sin 2 n A beam's deflection follows the equation y x= (4x). Find a) the equation of slope…

A: The equation for the beam's deflection is given by: yx=-W0L416π4EIsin2πLx

Q: For the simply supported displacements at E and C. values along the member

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Q: The canitlevered beam is fixed on the left end and is subjected to the triangular distributed load…

A: Given information:Free body diagram is given below

Q: For the beam below, determine the displacement at x = 2L/3 from the fixed support using the…

A: For the beam given below, we will find the displacement at x = 2L/3 from the fixed support using the…

Q: Determine the value of a so the slope at A is equal to zero. EI is constant. Use the conjugate-beam…

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