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- Determine the ff: •Internal bending moment at point c •internal shear force at point c •internal normal force at point c Asap please.Use 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 | 15 kN M 7 kN/m В C D E 4 m 4 m 4 m 3 m 21 Ay Ay A, A,-15 A,-15 O 23.3 kN-m O 26.1 kN-m O 19.7 kN-m O 31.56 kN-m 29.6 kN-m Units: kNDetermine 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 cantilever beam is supported by a fixed support at A, and subjected to the force F = 600 lb and the couple M = 2810 ft-lb. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(x) and M(r). Take a = 0 at point A. a •b C M A- В Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 5.2 ft b 3.9 ft Support Reactions The force reaction at A is Ib (take up as positive). The couple moment reaction at A is ft-lb (take counterclockwise as positive). Shear Force and Bending Moment Equations In section AB: V(x)- In section BC: V(x)- lb and M(x)= ft-lb. lb and 'M(x)= ft-lb.Determine the shear force V in the beam at a point located 3.00 ft to the left of point B. The ground reactions are provided. Ay = 2,635.7 lb By = 4,864.3 lb 1,200 lb 450 lb/ft B C 14 ft 6 ft O -2491 lb O -1663 lb O -1461 Ib O -2314 lb O -1905 lbDraw the Shear force and Bending moment for the Following then determine the maximum moment and the contraflexure position point. 2 kN/m 2KN с RA 4m d =10 B $ R₁ = 4 2m Ч
- Take P = 7 kN. Assume the reactions at the supports A and B are vertical. P 3 kN/m 0.5 m 0.5 m C -1.5 m D 1.5 m- B Determine the magnitude of the resultant internal normal force, Shear force and Bending moment on the cross section through point DDetermine the normal force, shear force and moment at point C and D. Express your answer in kilopounds to three significant figuresPlease give the final values of answer at last as wellUse 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 = 13 kN-m Ay = 3.46 KN Dy Units: KN = 32.54 kN M 4 m 29.5 kN-m 43.3 kN-m 25.8 kN-m O 22.9 kN-m 31.48 kN-m B Ay 4 m 15 kN C Ay 4 m Ay-15 7 kN/m D 3 m 21 Ay-15 E X
- The shaft is supported by a smooth thrust bearing at A and a smooth journal bearing at B. Take: d1 = 1 m, d2 =1 m, d3 = 1 m, d4 = 1.2 m, d5 = 1.4 m, F1 = 691 N/m, and F2 = 1,189 N. Determine the bending moment (Mc) acting on the cross section at C in N-m. Hint: consider the sign convention for internal loods. F1 В + di d2 d3 d4 ds F2Determine the internal normal force and shear force, and the bending moment in the beam at points C and D. Assume the support at B is a roller. Point C is located just to the right of the 8-kip load. For your explanation section, complete a FBD of the other side of the beam from the version you did to solve the problem. 8 kip 40 kip · ft A to to D B- 8 ft 8 ft- -8 ftUse 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 are provided. MB = 143 kN-m Mc = 51 kN-m Ay = 16.17 kN (down) Dy = 16.17 kN (up) 1997 4 m 5 m O 80.9 kN-m O 74.1 kN-m O 94.5 kN-m O 50.4 kN-m O 60.6 kN-m 3 m D X