For the frame, figure(a), rigidly connected at B, pin supported at A, and roller supported at E. a) Construct Shear Force Diagram (SFD), Bending Moment Diagram (BMD) and Axial force diagrams (AFD) (you learned in chapter 2) for each frame member. b) Draw the forces(s) and moment(s) acting on the cut section showed in figure (b). 8 ft 10 ft 1 k с B A 5 ft (a) D 8 k 6 ft E B (b) Hints: 1. Find all of the external forces and draw free body diagram (FBD) 2. Choose a sign convention for each diagram 3. If necessary, choose a reference coordinate system 4. Use equilibrium analysis or differential and integral relationships to construct internal force functions: • Cut structure at appropriate sections, •The FBD on either side of the cut may be analyzed, • Indicate unknown internal forces consistent with the chosen sign convention, • Plot the internal force function for each segment, 5. Check each diagram for errors

first qu

hi can you please answer question "problem 5-4"? please see image attached thank you

I need detailed solution in Handwritten format with diagram. Please don't use chatgpt.

For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a-3.25 m, b=4.75 m, Pg - 35kN, and Pc = 80kN. Construct the shear- force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. A Ay- 58.66 - Dy- Calculate the reaction forces A, and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Answers: a 56.33 (a) V= (b) V- (c) V- B i i PB B kN с kN C Determine the shear force acting at each of the following locations: (a) x-2m (b)x - 4 m (c) x-8 m Note that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. 3 3 3 KN D b kN D ·x Dy

Please break down every step so I can understand the complete concept of how to algebraically work this out. Thank you.

can you help me on part 3, 4 and 5

For the loaded beam shown in Figure below : 2.1.Determine the reaction forces at the points of support of the beam in Figure Q2 above by applying the principle of equilibrium of moments and start your solution by drawing free body diagram of the beam. 2.2. Develop the equations for shear force and bending moment for the spans AB, BC and CD of the loaded beam shown above and for each equation developed, determine the values of shear forces and bending moment at the points A, B, C and D 2.3. Draw the shear force and bending moment diagrams for the loaded beam shown above.

In Figure Q3a, a beam is supported at A and C with a uniformly distributed load of20 kN/m between A and B. Draw and label the shear force diagram (SFD) andbending moment diagram (BMD) for the beam shown in Figure Q3a. Label thevalues for shear force and bending moment at points A, B, C & at the beam midpoint M; the maximum bending moment and its distance from A; and clearlyindicate the type of bending between AB and between BC

Solve fast with suitable diagram