The 570-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the support point O. The x-y plane is vertical. Positive values are to the right, up, and counterclockwise

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Q: The 430-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the…

A: We have to calculate the reaction at fixed point O

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A: Given: Total length of the rod: →L=3+4+4+3=14 m Now for finding reactions on supports we have…

Q: The 400-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the…

A: Given Data: The load at A is PA = 2.7 kN. The load at B is MB = 43 kN-m. The load at C is PC = 4.2…

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Q: 10 KN/m 3 m 3 m

A: Answer:  RA = 26.25 kN RB = 18.75 kN  For a step-by-step solution have a look through the attached…

Q: The 400-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the…

A: Given Data: The load at A is PA = 2.7 kN. The load at B is MB = 43 kN-m. The load at C is PC = 4.2…

Q: The 500-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the…

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Q: The 400-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the…

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Q: The 500-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the…

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Q: The uniform beam is subjected to three external loads as shown. Compute the reactions at the…

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Q: 9m 12 kN/m | с 15 kN/m 10 m D B + -5 m E 6 m

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Q: The 550-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the…

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Q: The 480-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the…

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A: The free-body diagram of the given beam can be drawn as below, Here, RAx is the horizontal reaction…

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A: Given data:   Cantilever beam    UVL=6.7 kN/m for  span of 3.7m form fixed end    point…

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A: Equilibrium is a state of a body at which there is no disturbance in a system neither inside nor…

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Q: 5KN 3 KN/m AAAAA C. 2m 3 m 1.5

A: Free body diagram , Load acting at the centre,3×4.5=13.5KN