A concentrated live load of 15 kN and a uniform live load of 4 kN/m are to be placed on the beam. The beam has a weight of 1.75 kN/m. Assume the support at A is a roller and B is pinned. *C is not an internal pin. Determine the following: a. the maximum vertical reaction at support A b. the maximum positive moment at point C. IC 10 ft 10 ft 15 ft

Q: A 2. Find the reactions at Pin A and roller B. The beam is 18 feet long, and the two forces are…

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Q: (All loads are in kN) 4. For the compound beam and loads as shown, find (a) the maximum reaction at…

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Q: The hoist supports the 150-kg engine. Determine the force in members DB and FB. Also determine the…

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Q: Replace the 21-kN force acting on the steel column by an equivalent force-couple system at point O.…

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Q: 2. Determine the smallest moment of inertia required for the beam shown, so that its maximum…

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Q: Solve for the Reactions at Roller A and Pin B

A: It is required to determine the support reactions.

Q: 1000 N 3000 N 1000 N bEb 1000 N 30 B 2 m -2 m 2 m-2 m

A: 1. Reaction at A 2. Force at Member FEB 3. Compute the force in member FEF 4. Compute the Force in…

Q: Sec. 9.1-9.4 9-1. Determine the reactions at the supports, then draw the moment diagram. El is…

A: Given data :

Q: Determine the reactions at the supports A and B of the compound beam. Assume there is a pin at C.…

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Q: Replace the loading by a single resultant force, and specify the location of the force measured from…

A: (a) Replace the loading by a single resultant force, and specify the location of the force measured…

Q: The beam supports a distributed live load of 2 kN/m and single concentrated load of 6 kN. The dead…

A: Given:Required:Maximum vertical positive reaction at C Maximum negative moment at 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.