20 kN-m 4 kN/m 6 m 6 m 6 m 6 kN X
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Find the reactions at A and B. Hint: You can break the distributed load up into two parts.


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- Need answer to 3 decimal pointsA propped cantilever beam is loaded by a bending moment of the magnitude MB at the point B as shown in Figure Q1. The cross-section of the beam is a rectangle of the width w and the hight h that are constant along the length of the beam L. The beam material's Young's modulus is Q. AY O X Figure Q1 Assuming the positive deflections and positive vertical reaction forces are upward, calculate the value of the reaction forces at points A and B O the absolute value of the reaction bending moment at point ARequired information Determine the magnitude and direction of each force. In the figure shown, a=7 in and F= 100 lbf. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. B F -10 in 10 in- +10 in- What are the values of forces at points A and Bin Ibf? | Ibf RAX RBx RAy RBy Ibf Ibf Ibf
- 6 kN A 2KN 2M 2M 2M Solve for the force magnitude and direction in member AB, to the nearest 0.01 kN. 2M twitsolve show all steps/solutions show fbd with all forces and moments/torquesThe beam shown below is acted upon by a triangular distributed load, a couple moment, and a point force as shown. It is supported by a roller at A and a pin at B. M A B 3 т 1 m 1 т F The applied forces/moments are: w = 150 N/m M= 65 N-m F= 20 N Determ the forces at A and B. ii. Find the location of zero shear between A and B. iii. Determine the absolute maximum bending moment for the beam. iv. Draw the shear force diagram for the beam. v. Draw the bending moment diagram for the beam.

