For the simply supported beam shown in Figure 4, calculate the reactions at supports. y p + *0.5m I J L L L L L U 15 KN B e D 2 m 2m * Figure 4 3
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- For the beam loaded as shown in the figure 2, determine the reaction at D in kN using Conjugate Beam Method. Consider 150 mm x 200 (b x h) mm section and E = 80 GPa. a = 3.2 m, b = 33.5 kN/m, c = 24 kN.Show the solution for the reactions of the beam shown using three-moment equation. Answers must be: RB= 25.5k RD=41.2k RE=18.3kCalculate the reactions at the supports of the beams shown in FigureQ1a and Figure Q1b. Your analysis should include a well-drawn freebody diagram and clear working must be shown. x = 18 y = 14 θ = 8
- Determine the reactions at the beam shown where P = 80 lb qo = 12 lb/in L1=72 in L2 = 48 inThe beam shown in the figure has three supports and a distributed load is applied to everything long with an intensity q = 5 Klb / ft. Determine the reactions at supports A, B, and C.For the beam loaded as shown in the figure 2, determine the reaction at D in kN using Conjugate Beam Method. Consider 150 mm x 200 (b x h) mm section and E = 80 GPa. Enter the absolute value only and round-off your answer to 3 decimal places. a = 2.9 m, b = 32.9 kN/m, c = 20 kN.
- Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=7.0 m, MB = 95 kN-m and MC = 125 kN-m. 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.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.)Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=2.5 m, PB = 4 kN, PC = 4 kN, and MB = 60 kN-m. 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. Calculate the reaction forces Ay and MA 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.) Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support A)(b) x = 3.5– m (i.e., just to the left of B)(c) x = 3.5+ m (i.e., just to the right of B)(d) x = 6.0– m (i.e., just to the left of C)When entering your answers, use the shear force sign convention. Determine the bending moment acting at each of the following locations:(a) x = 0+ m (i.e., just to the right…Calculate the reactions at A and B for the beam shown. The weight of the beam is 450 N/m.
- The beam shown in the Fig.is 7m long with EI = 200MNm^2 Let P = 10 kN Determine the following: a. Reaction at A.b. Constant.c. Slope at 2m from A.d. Deflection at 2m from A.Part 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=2.0 m, PB = 2 kN, PC = 2 kN, and MB = 20 kN-m. 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.Calculate the reaction forces Ay and MA 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: Ay = kN, MA = kN-m. Part 2 Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support A)(b) x = 3.5– m (i.e., just to the left of B)(c) x = 3.5+ m (i.e., just to the right of B)(d) x = 5.5– m (i.e., just to the left of C)When entering your answers, use the shear force sign convention.Answer:(a) V = kN.(b) V =…The beam shown in Figure 4 is supported by a hinge at A and a roller on a 1 to 2 slope at B. Determine the resultant reactions at A and B. Show free body diagram