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Conditions for Rigid Body Equilibrium +21 Part C No elements selected A FO By No elements selected F1 F2 Bx A B (11+12). A
Conditions for Rigid Body Equilibrium +21 Part C No elements selected A FO By No elements selected F1 F2 Bx A B (11+12). A beam is subjected to a triangular load distribution w with a maximum pressure of War. It is connected at one end by a pin connection and is supported at point A by a cable. (Figure 2) Complete the free-body diagram of the beam by adding the missing forces acting on it. Express the load distribution as one resultant force, FR, at the appropriate location. Draw the missing forces ending at the appropriate black dots. The location and orientation of the vectors will be graded. The length of the vectors will not be graded. Part B A uniform beam weighs W and has the supports and loading shown in the figure. (Figure 1) Complete the free-body diagram of th beam by adding the missing forces acting on it. Draw the missing forces ending at the appropriate black dots. The location and orientation of the vectors will be graded. The length of the vectors will not be graded.
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