4. Determine the internal normal force, shear force, and bending moment at point C in the beam. 10 kN 60 kN-m B- 2 m- m--1 m-- -2 m-
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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: kNThe 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 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-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 wellThe 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 F2
- Determine 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 X800 N A |D -2 m-+-2 m-+ 4 m 200 N·m B E +-2 m2 m 2007 by R. C. Heler To be published by Pearson Prentice Hait, Pearson Education, Inc., Upper Saddle River New Jersey Al rights reserved Determine the internal shear force, bending moment, and normal force at points D and E for the frame. The frame consists of two members, AB and BC connected by an internal pin at B. The support at A is fixed while C is a rocker.