3. Draw the shear and moment diagrams for the figures shown Figures (C and D)
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- Draw and label the diagram correctlyShow the complete solution. Determine the following:a. Shear and Bending Moment Equationb. Shear and Bending Moment Diagramc. MmaxFIGURE PS-39 25k/h 2t 4ft niques shown in Section 5-2 2. Draw the complete shearing force and bending moment diagrams using the techniques shown in Seetions 5-3 through 5-8 3. Determine the magnitude and location of the maximum absolute value of the shearing force and bending moment. 4. Use the free-body dingram approach shown in Seetions 5-3 through 5-5 to determine the internal shearing force and bending mement at any specified point in a beam. 5. Write equations for all segments of the shearing force and bending moment diagrams using the guidelines pre- sented in Section 5-10.Im doing a shear and moment calculation for a problem graphically and keep getting a negative sign in my moment calculation where I should be getting a postive sign. I know that the integral of my shear calculation is going to be my moment equation but I always use this to "check" myself against my work after I do my standard summation of moments about a point. I KNOW I SHOULD be getting M_2(x) = -.5x^2 + 2x + c but as you can see by my work I keep getting a "-2x". Why is this and where am I going wrong?
- Q-3 Write the shear and moment equation and sketch them 30kN 20 NIM 5m 4mfind axial force, shear force and bending moment diagrams for the following structureQ2: Draw the load and the bending moment diagrams that correspond to the given shear force diagrams in the figures below.[ V (kN) Figure (1) V (kN) Figure (2) 114 11 94 14 x (m) x(m) 2. 1.4 18 -66 V(kN) Figure (3) V Figure (4) (kN) | 20 2 3 - 2nd-degree curve x(m) x (m) 1* degree 2nd degree -16 3 -13
- 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 DyFor 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. Answers: Ay= Dy = a M. B a PB Calculate the reaction forces Ay 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.) PB Pc a Pc kN b KN D b D X D XFor 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 w=20.0 kips/ft, a=6.0 ft, and b=20.5 ft. 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. "| Answers: By= Calculate the reaction forces By and Cy 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 Bx = 0, it has been omitted from the free-body diagram.) Cy= Answers: (a) V= (b) V= 351 183.54 (d) V= -120 222.561 (c) V= i -360 B Determine the shear force acting at each of the following locations: (a) x = 6.0-ft (i.e., just to the left of support B) (b) x = 6.0+ ft (i.e., just to the right of support B) (c) x = 25.5 ft (d) x = 26.5-ft (i.e., just to the left of support C) Note that x = 0 at point A.…
- Q/ For the beams and loading shown below. A-Draw the shear force and bending-moment diagrams. B- Determine the equations of the shear force and bending-moment curves for the segments CD in Figure 2 C- Compute the bending stress at point (a) on section C. D- Determine the values and locations of the maximum tensile and compression bending stresses. Figure (2) R Point a Radius of hole: 40kN 0.5m 30 20KN/m 0.7m A B D |B 1m Im 3m Radius = R= 100 mmIN-CLASS EX. 5-6 Draw the complete shearing force and bending moment diagrams for the beam. 800 N 1000 N 1200 N 100 mm 200 mm 50 150 mm A C E 250 mm Rg=600 N RD=2400 N 49Task 2: Determine expressions for the distributions of bending moment and shearing force for the horizontal beam shown below in Figure 2, hence sketch the bending and shearing force diagrams. 5 KN 6 KN 10 KN 2m 2m D Зm RA RB Figure 2