2. A beam element of length L and constant E and I is shown below. If the linearly dis- tributed load (q) and concentrated force (F) act on the beam, compute the equivalent consistent nodal force vector. X 2L/3 L F q(x) = Cx 2
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- Construct the shear force and bending moment diagrams for the beam shown by the area method. Neglect the weight of the beam.Determine the intensity of the support reaction force arising at its point for the bearing beam given in the figure.Determine the resultant of the internal loads acting on thecross section inC of the beam shown in the figure below.
- Using the image below replace the distributed loading with an equivalent resultant force, and specify its location on the beam measured from point A. Let the length be: L1 = 9 ft. Let the loads be: W1 = 70 lb/ft, W2 = 420 lb/ft. Note you must determine the coefficients a and b based on the given intensities of the loads W1 and W2, respectively.Draw the free body diagram, shear force diagram, and bending moment diagram for section BC and AB of the beam shown below. Make one set for the horizontal plane and another set for the vertical plane. The values of P1 and P2 are not specifed and can be kept generic.Replace the distributed loading shown in the figure with a single resultant force and deteermine its location measured from point A
- Determine the bending moment M in the beam at the point located L = 4.05 m to the left of point C. The ground reactions and shear-force diagram are shown.1. Draw the shear force and bending moment diagrams for beam AB and determine the values absolute maximums of shear force and bending moment. The figure is in the attached imageDetermine the location of the shear center for the angle having equallegs, Fig.a. Also, find the internal shear-force resultant in each leg.