3. Determine the location and magnitude of the maximum deflection of the beam shown using: a. Double-integration Method b. Moment-Area Method c. Conjugate Beam Method

Q: Q2: By moment area method determine the slope and deflection at point B for the following cantilever…

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Q: 75 mm 15 mm

A: given:

Q: a.) Use moment-curvature relationship and double integration method to derive the maximum slope and…

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Q: alculate the reactions at point A  for the beams shown. (Clockwise rotation of a moment - Negative,…

A: Total weight of the udl = 1(14+10)=24K it acts 12' from the A supports Using the conditions of…

Q: Show your complete solution.

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Q: A simple uniformly distributed 20 ft. beam carrying a load of 1000 lb./ft. is simply supported at…

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Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…

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Q: A cantilever beam carries a partial uniform load w = 5 kN/m and a point load of P = 10 kN as shown…

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Q: M O the bending moment is zero O the shear force is zero

A: Given

Q: (b) Using the provided data: cross-section width w = 16 mm, cross-section hight h = 62 mm, length of…

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Q: conjugate beam method

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Q: Consider the T-beam shown in (Fiaure 1). Suppose that a = 80 mm, b=150 mm,c= 10 mm Part A Determine…

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Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…

A: given data: load intensity (w)=9KN/m lenth(L)=5.5m elasticity(E)=220GPa=220*103MPamoment of…

Q: A simply supported beam is made of A-36 steel and is subjected to the loading shown below. Let P =…

A: The applied force is The moment of inertia of beam is The elasticity of beam is

Q: Please do not round off in all computations and box all final answers

A: Calculate the reaction at the support, RA+RB=37×4.7+30×5.58RA+RB=341.3    ........... (1)Taking…

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.