16 k 2 k/ft 8 k 3 k/ft A |D JE C -12 ft--8 ft---9 ft→--+- 12 ft- -9 ft→| 4 ft 3 ft 3 ft Prob. 2–29

Q: Z Z Z I = Ax IM IN Ay By

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Q: 5 kN 2 m 16 KN 2 m 8 kN + 2 m 2 m B

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Q: Determine the reactions at A and C. 72 ft-lb B 18 lb -46-4 8 ft. 36 lb BR 3 ft 3 ft

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Q: -4 ft- 72 ft-lb B 18 lb 8 ft 36 lb Est= 3 ft 3 ft

A: GIVEN: TO CALCULATE: Reactions at A and C CONCEPT: Use Equilibrium Equations after drawing Free…

Q: Determine the components of the reactions for the beam

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Q: Q.3) Determine the components of the support reactions. A- Hinge (Pin) B- Roller. 2 m B 40° 2 m 2 m…

A: To find force at support A and B

Q: Determine the components of the reactions for the beam

A: To determine the reactions at supports A and B for the beam subjected to a uniformly distributed…

Q: Determine the components of the reactions for the beam

A:

Q: Problem 4.5 - Find the reactions at supports A and C. The weight of the rod is negligible. 4 ft -…

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Q: Problem 8. Solve all reactions (Ax, Ay, Cx, and Cy) for this structure. Note: force is transferred…

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Q: -2 m- -2 m- B 2m 2m 2 kN

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Q: Pc=400 N 400 N/m 200 N/m B E D. 2 m-1 m 4 m -2 m

A:

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.