igure 5 shows Beam ABCD. The supports at A and C are pin and roller, respectively. The beam s subjected to a concentric load at the midspan and a uniform load on segment BD. It is noted that and I are constant. Using the coordinate below. Using the double integration method to etermine the slope and deflection at point D. Express the results in terms of El and show the sign onventions clearly. 20 kN 6 kN/m A B D 3 m 3 m 1.5 m Figure 5

Q: a) Draw the approximate deflected shape from the bending moment diagram. b) Develop the piecewise…

A: Consider the given beam. Consider the equilibrium of forces in the vertical direction. Consider…

Q: Consider the beam and loading shown. Assume that E=200 GPa and I=38x106 (mm4). P=2.3 kN and L=2.2 m,…

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Q: P P P P P 6 T 6 66 6 6 i (a) Determine the deflection & at the midpoint of the beam. (Enter the…

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Q: cantilever beam ABC is fixed at A. Segment AB is 2m long and BC is 3m long. Segment BC is loaded…

A: A double integration method is solving the deflection and slope of a beam at any point and the…

Q: Determine the maximum deflection of the beam. Assume EI is constant. Hint: determine first the…

A: Let,RA=vertical reaction at roller support in upward directionRB=vertical reaction at hinge support…

Q: 50 kN 100 kN 50 kN E D F 1m A B 2 at 2m = 4m EA = constant - 120 GDa

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Q: For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at…

A: Given cantilever beam with trapezoidal loading and asked to determine the slope of the beam at B and…

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.