3-In the figure given below, P(load) and M(moment) effects from the mid point of the fixed beam from both sides. Find the displacement and reaction forces. y EI MP
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- A simply supported beam ABC is loaded at the end of a bracket BDE (see figure). Draw axial-force, shear-force, and bending-moment diagrams for ABC.Repeat 1.3-9 but use the method of sections go find member forces in AC and BD.Repeat Problem 6.4-14 but use the configuration of channel shapes and loading shown in the figure. Use P = 250 N.
- The simple beam ACE shown in the figure is subjected to a triangular load of maximum intensity q0= 200 lb/ft at a = 8 ft and a concentrated moment M = 400 Ib-ft at A. Draw the shear-force and bending-moment diagrams for this beam, Find the value of distanced that results in the maximum moment occurring at L/2. Draw the shear-force and bending-moment diagrams for this case. Find the value of distance a for which Mmaxis the largest possible value.A cable with force P is attached to a frame at D and runs over a frictionless pulley at A Find expressions for shear force V and moment M at x = L/3 of beam AB.Frame ABC has a moment release just left of joint B. Find axial force N, shear force V, and moment M at the top of column AB. Write variables N, V, and M in terms of variables P and L.
- In the figure given below load and moment effects from the mid point of the fixed beam from both sides. Find the displacement and reaction forces.4. For the curved beam shown, find the horizontal displacement at point 1, and all the reaction forces. Also, find the vertical displacement at the top of the ring, say point 3. I4. The figure shows a simply supported beam. The beam is subjected to two uniformly distributed (rectangular) forces, one uniformly increasing (triangular) distributed force, a point force, and a couple moment. a. Determine the support reactions at the supports A and B. b. Find the shear-force and bending-moment equations in the region between points B and C (i.e., region with the triangular force), as a function of the distance "x," measured from the left end of the beam. Do not use the shortcut method in this part. c. Draw the shear-force and bending-moment diagrams for the entire beam. Label all critical points (local minima, local maxima, x-crossings, etc.). You can use the shortcut method in this part. d. Determine the following critical location(s) in the beam (if they exist): a. Where the shear force is zero, b. Where the bending moment is zero, c. Where the shear force is maximum (also specify the value of the shear force at this location), d. Where the bending moment is…
- Static problem Draw the free-body diagram Determine the forces and internal moment at points 1 and 3 indicated in the figure. Consider the pins at A, B, and C. Points 1 and 2 are located just above and below pin C.Static problem Determine the forces and internal moment at points 1 and 3 indicated in the figure. Consider the pins at A, B, and C. Points 1 and 2 are located just above and below pin C.a beam is supported by a pin support at A and a roller support at B. For this question, leave your answer in terms of the variables w and L. (a) Using equilibrium of the full beam, find the support forces at A and B. (b) First section: Make an arbitrary cut between points A and B. Take the distance of the cut to be x along the beam from point A. Draw the free-body diagram for the left section and find functions for the internal shear force, V(x), and bending moment, M(x), in the section of the beam between A and B. (c) Second section: Repeat part (b) for the section of the beam between B and C. Take x to still be the distance from point A. (f) Find the value of x at which V(x) = 0. The internal bending moment reaches a maximum at the same point as V(x) = 0. Find the maximum bending mo- ment. pin Sketch the shear and bending moment diagrams. B L W C roller