Q2: A simply supported beam as shown below. Determine the deflection at C and D. Take E = 210 GN/m? and I = 16 x10% mm*. 120 kN 80 kN -0.6 m- 1.4 m B. C 3 m

Q: Q4. Under the 5-kip load the support at A rotates 0.002 rad clockwise and settles 0.26 in. (Figure…

A: Draw the free body diagram of the given beam considering the load of 5 kips at P. Apply the…

Q: The steel curved bar (quarter circle) shown has a square cross section 5*5mm and a mean radius R=100…

A: Given the force at B and cross section and radius of bar.  Required: Horizontal and vertical…

Q: Part B - Determine the elastic curve Use the moment function from Part A to determine the equation…

A: For the solution refer below images.

Q: Q.1) Determine the vertical deflection of the rigid vertical (gray colored) member as shown in the…

A: Given Data: The compressive force acting on the vertical member, P=900 N The shear modulus of…

Q: 3. A beam is loaded and supported as shown below. Use singularity functions and the integration…

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Q: Question 5 calculate the deflection of the point C in mm of a rigid beam AB which is supported by a…

A: According to the given dataK=157 N/mmA rigid beam ACB We need to finddeflection at point C

Q: 3P2: A simply supported beam of constant El and length L IS supporting a distributed load omega w…

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Q: Determine reaction A (in kN, roundoff to 2 decimal places) for the loaded beam in the figure.…

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Q: Use (1) Find deflection superposition method to find (El is constant) at C

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Q: Problem4: For the beam and loading shown, determine the deflections y and the slopes 0 at B and at C…

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Q: Question 5 calculate the deflection of the point C in mm of a rigid beam AB which is supported by a…

A: Draw FBD

Q: 20 kN 10 kN.m 4 m 2 m

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Q: A plank whose weight is negligible deflects slightly resulting to triangu. maximum intensities, WA…

A: Calculated maximum intensities WA  and WB in N/m .

Q: Q1. For the beam given below, find the equation for deflection along the beam. L P EI = GIVEN USE…

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Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.