s shown below, a beam is subjected to a distributed load and a moment. The length of the beam is l= 9.00 ft , the applied moment is M1 = 50.0 lb⋅ft , and the distributed load is w = 50.0 lb/ft . What are the reaction forces Ay and Dy at points A and D, respectively? What are the expressions for the shear, V, and the bending moment, M, within the beam between points A and B in terms of Ay and x, the arbitrary distance to the sectional cut from the beam's left end? What are the expressions for the shear, V, and the bending moment, M, within the beam between points B and C in terms of Ay, M1, and x, the distance to the sectional cut from the beam's left end? What are the expressions for the shear, V, and the bending moment, M, within the beam between points C and D in terms of Ay, M1, l, w, and x, the distance to the sectional cut from the beam's left e
As shown below, a beam is subjected to a distributed load and a moment. The length of the beam is l= 9.00 ft , the applied moment is M1 = 50.0 lb⋅ft , and the distributed load is w = 50.0 lb/ft . What are the reaction forces Ay and Dy at points A and D, respectively?
What are the expressions for the shear, V, and the bending moment, M, within the beam between points A and B in terms of Ay and x, the arbitrary distance to the sectional cut from the beam's left end?
What are the expressions for the shear, V, and the bending moment, M, within the beam between points B and C in terms of Ay, M1, and x, the distance to the sectional cut from the beam's left end?
What are the expressions for the shear, V, and the bending moment, M, within the beam between points C and D in terms of Ay, M1, l, w, and x, the distance to the sectional cut from the beam's left end?
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