Q1) Determine the reactions at all supports in the beam shown. The support at A is displaced (settles) 100 mm. Take E = 200 GPa and I = 5(10)6 mmª. 60KN Pin A 4 m 40kN/m www Roller B 4 m C Pin

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

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Q: The uniform link AB, has a mass of 3 kg and is pin connected at both of its ends. The rod BD, having…

A: The given figure is shown below:

Q: The aluminum-alloy shaft AC has a 400-mm-long tubular section AB and an 800-mm-long solid segment…

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Q: Determine the Reactions at A and D, by following these steps: - Show the Unknown Reactions at the…

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Q: Determine the reactions at A and B for the steel bar and loading shown, assuming a close fit at both…

A: Given data:- Conditions given-Remove restriction at A and solve for the reactions Below bar figure…

Q: Determine the reactions at the supports using the force method. AE is constant. Note: Consider Cx as…

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Q: What is the reaction at support C for the beam shown and a settlement of 25 mm at support C

A: Given; Settlement at C=25mm =0.025m E=70GPaE=70×109 N/m2E=70×106 kN/m2I=800×106 mm4I=8×10-4 m4…

Q: A 75 mm D B Determine the force in member BD and the co C.

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Q: Calculate the pin reactions at A and B. You do not need to calculate, but C is an internal pin. The…

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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 5: Inputs: a = 1.75 m b = 2 m ● c=1m d=2 m ● ● ● ● h = 2.5 m F₁ = 12 kN F₂ = 8 KN This frame…

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Q: Please solve the following probem step by step. Solve eveything!

A: Step 1: RAx = 25k, no other forces against it. Step 2: REy-RAy = 0 Step 3: At Point A, = F x 12 -REy…

Q: Find the reactions at A and B

A: Step 1: Step 2:

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.