a. Draw Free Body Diagram b. Determine support reactions c. Draw the shear and moment diagrams d. Determine the location of maximum moment e. Determine the maximum moment
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- Calculate the moment of force of 1.4 kN with respect to points P1 and P2.How do I determine the maximum vertical reaction and maximum negative (clockwise) moment at support B? There's a uniformly distributed live load of 300 lb/ft, a concentrated live load of 1500lb, and the beam's self-weight is 150 lb/ft.M = 8 kip*ft , P = 8 kip , w = 1.3 kip/ft Determine the internal normal force, internal shear force, and internal moment passing through point E.
- Solve for the reactions, draw the shear and moment diagram, indicate the degree of the curve and box your maximum shear and moment. Note: The magnitude of the concentrated load acting 0.5m from the hinge support is 5KN.In influence line for vertical reactions at support A and the moment at point B of the beams are shown. From the influence line of support A, what is the value of Ay when x = 4.20 m due to a unit load?What is the Maximum moment in kN-m. Given: w = 45, a = 3, b = 3, and c = 2.
- The force R is the resultant of the forces P1, P2, and P3 acting on therectangular plate. Find P1 and P2 if R = 40 kN and P3 = 20 kN.Analyze the beam: Plot the shear diagram, moment diagram, elastic curve and axial diagram of the following, where P=55Use the graphical method to construct the bending-moment diagram and identify the magnitude of the largest moment (consider both positive and negative). The ground reactions and the shear-force diagram are provided. M = 12 kN-m Ay = 3.37 kN Dy = 32.63 kN