The uniform smooth rod shown below is subjected to a force and couple moment. If the rod is supported at A by a smooth wall and at B and Ceither at the top or bottom by rollers, determine the reactions at these supports. Neglect the weight of the rod. 4 m 4000 N m F1= 380 N Fc Ax 2m 30 +1348 -1000 -1008 1. reaction FB %23 1439 2. reaction Fc -1439 3. reaction A,- 4. Not an answer 219.4 214.9 +1000

Q: mine the reactions at the roller B, the rocker C, and where the beam contacts the smooth at A.…

A: Force, Force, To find:Part A: The magnitude of reaction at A Part B: The y component of the…

Q: 1. Calculate the reactions. 2. Obtain the required equations for drawing SFD and BMD for each 3.…

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Q: Determine the reaction

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Q: Learning Goal: To determine reaction forces acting on coplanar structures using the equations of…

A: To Determine :- Reactions at support A & D.

Q: Learning Goal: To determine reaction forces acting on coplanar structures using the equations of…

A:

Q: 3. A beam supported on three reaction as shown in the figure consists of two segments joined at a…

A: ∑MH=0R3×5=20×4×42+1R3=48 kN∑Fy=0R3+RH=20×4RH=32 kN

Q: Find the x component of the resultant force F.

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Q: Learning Goal: To determine reaction forces acting on coplanar structures using the equations of…

A: To find support reaction at point A

Q: Homework No. (1) Discuss the stability and determinacy of the following structures. C=2

A: A structure composed of two parts with hinge and roller supports.  The determinacy and stability is…

Q: Q3: Find the reactions for the following figures 1kN/m 12kNm B - 3m- +Im-2m 2m-

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Q: or what value M of the clockwise couple will the horizontal component Ax of the pin reaction at A be…

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Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.