Chapter 7, Problem 4P

F -1.5 m -1.5 m |A 1 m M 45° Determine the support reactions on the member in Fig. The collar at A is fixed to the member and can slide vertically along the vertical shaft. If F=856 N and M=590 N-m Find the Moment at point A, include the rotation in your answer.

3. Show complete solution and draw FBD

If a person is standing in the position indicated near the end of a cantilevered beam with a built-in support at A and a 500 Ib-in couple applied at F, draw the shear and bending-moment diagrams of the beam. The person's weight distribution is as shown. Neglect the thickness and weight of the beam. Label the values of V and M anywhere the applied load changes.

why is it 123.7? isnt it in third quadrant so 180+(90-56.3)=213.7

Determine the normal force, shear force, and moment at point C. Take that P = 8 kN and M = 33 kN m. (Figure 1) Figure M B . 1 of 1 -1.5 m 1.5 m 1.5 m-1.5 m-

The beam shown below is acted upon by a triangular distributed load, a couple moment, and a point force as shown. It is supported by a roller at A and a pin at B. 3 m 1 m 1 т F The applied forces/moments are: w = 150 N/m M = 65 N•m F = 20 N i. Determine the reaction forces at A and B. ii. Find the location of zero shear between A and B. iii. Determine the absolute maximum bending moment for the beam. iv. Draw the shear force diagram for the beam. v. Draw the bending moment diagram for the beam. Part A - Part A Determine the x – component of the reaction force at roller A. Use positive values to represent forces oriented up or to the right and negative values to represent forces oriented down or to the left. Express your answer in units of N to three significant figures. If no reaction force exists for a particular component, enter 0. Ag = 0 N Submit Previous Answers Correct Part B - Part B Determine the y – component of the reaction force at roller A. Use positive values to represent…

Problem 3 Draw the moment diagram for the beam using the method of superposition. 10 kN/m 8 m B 80 kN m + -4 m 25 KN C

5. Draw the shear force for the beam shown. Label all significant points on the diagram and clearly distinguish straight-line and curve portions of the diagram. The ground reactions are Ay = 340 kN upward, Cx = 0 and Cy = 620 kN upward 160 kN 120 kN/m 50 kN/m C -5 m- -2 m- -2 m

Determine the internal normal force, shear force, and moment at points D and E in the compound beam. Point E is located just to the left of the 10kN concentrated load. Assume the support at A is fixed and the connection at B is a pin. 2 kN/m D E -1.5 m 1.5 m 1.5 m----1.5m- --- 10 KN --