5. Draw the shear and bending-moment diagrams for each of the two segments of the compound beam. 150 lb/ft C -10 ft -4 ft- 2 ft 2 ft
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- SHEAR AND MOMENT DIAGRAM PROBLEM 2 Use the AREA method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 6.9 ft, b = 10.4 ft, c = 5.8 ft, and w = 9.5 kips/ft. Label all significant points on each diagram and identify the maximum moments (both positive and negative) along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams. Determine the maximum shear force and bending moment in the beam. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. The roller at point D indicates that motion is restricted both up and down, and the beam will not lift off the roller. a B W b C D XSHEAR AND MOMENT DIAGRAM PROBLEM 2 Use the AREA method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 6.9 ft, b = 10.4 ft, c = 5.8 ft, and w = 9.5 kips/ft. Label all significant points on each diagram and identify the maximum moments (both positive and negative) along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams. Determine the maximum shear force and bending moment in the beam. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. The roller at point D indicates that motion is restricted both up and down, and the beam will not lift off the roller. a B W b O D X2. Construct the shear force and 200 lb/ft bending moment diagrams for the beam shown by the area method. Neglect the weight of the beam. Use an appropriate scale for the shear and moment diagrams. Use rulers for straight edges. A 1200 lb · ft 6 ft 4 ft 4 ft- 200 lb/ft B 1200 lb · ft 6 ft to4ft 4 ft V M
- Problem 5 Derive shear force and bending moment equations as function of x, then draw the shear force and bending moment diagrams. 6 kN 8 kN/m -1.5 m 1.5 m-Using the area method, draw the shear force and bending moment diagrams for the beam. Don't think about the beam's weight.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 = 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
- For the beam loaded as shown below, draw the shear and moment diagrams specifying values at all change of loading positions and at points of zero-shear.Write the shear moment equations for the beams in the following problems. In each problem,let x be the distance measured from the left end of the beam. Also draw the Shear and moment diagrams, specifying values at all change of loading points and all the points of zero shear3 For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V = 9 kN, V2 = 9 kN, V3 = 200 mm, and V4 = 1100 mm. ATAT-V3 Provide values at all key points shown in the given shear-force and bending-moment diagrams. X (mm) B A = B = C = D = E= F= P = Q = E * KN * KN * KN × KN KN x KN ✩ kN.mm *kN.mm D 0.00 Reaction force R₁ (left) = In the shear-force and bending-moment diagrams given, +V 0.00 X (mm) 6.3 kN and reaction force R2 (right) = P 11.7 kN. Q 0.00
- Draw the shear and moment diagrams for the beam Draw the shear diagram for the beam. Click on "add discontinuity" to add discontinuity lines. Then click on "add segment" button to add functions between the lines.For the beams below, draw the shear and bending moment diagrams using both method of sections and area method. Determine the absolute maximum values of the shear and bending moment and indicate the degree of each curve. For problems 2 and 3, note that there are internal hinges at C and B, respectively. Problem 1 Problem 2 50 kN 40 kN/m 20 KN/m 50 Ib 50 kN 25 lb/ft 15 Ib/ft 200 kN-m 10 ft- 5 ft 5 ft -10 ft 5 ft - 100 kN 2 m--im -3 m- Answer: 140 kN Vmax Mmax = 462.5 kN-m Answer: Vmax Mmax = 4250 lb-ft 487.5 lb тахUse the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Label all significant points on each diagram and identify the maximum moments (both positive and negative) along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams. 2,400 lb 6,000 lb-ft A 3 ft 3 ft 600 lb/ft 9 ft 3 ft