600 N Additional problem C: (Answer: A, 3.48 kN, Ay = 816 N, FBC = 4.36 kN) The overhanging beam is supported by a pin at A and the two-force strut BC. Determine the horizontal and vertical components of reaction at A and the reaction at B200 on the beam. N/m 1.5 m -1 m A -1m- B -2 m- 800 N 900 N

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Q: 1. Compute the vertical reaction at D 2. Compute the vertical reaction at A 3. Compute the force…

A: CALCULATION of reaction and member forces####

Q: 100 kN 20 kN/m 50 kN 80 kN A 3m 2m Im 4m Im 2m 2EI ЗЕ El B.

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Q: Situation #7 Use the cantilever method and determine (approximate the reactions at supports A and B.…

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Q: Q2. Draw the influence lines for the vertical reactions at supports A and B and moment at A of the…

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Q: solve for the reactions and also put the directions

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Q: Please answer part a b c

A: We will consider the UDL all over the beam. and draw ILD and take area under ILD.

Q: Using Superposition method, determine the reachon at each support of the beam. 15KN/m 6 kn/m

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Q: The compound beam shown has internal pin at point B. 150 lb |200 lb/t 85 lb/ft 3 120 b/t B. 2.5 ft…

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Q: D A В E wwww ......... .... . 3m 6m 4m

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Q: Determine the component of the reaction for the beam. Show clear work so I can follow.

A: Please see the attached images for the solution. A hinge (or pin) support resists both horizontal…

Q: 4. Determine the support reaction at A and B for the given beam. l0 kN 20 kN A 3M 5M 3M B

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Q: A 26KN/m distributed dead load, "w" kN/m distributed live load and a single 50kN point load may be…

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Q: Draw influence line for the reaction at B. Kindly solve step by step with explanations

A: Solution: EId2ydx2=1x-3=x-3EIdydx=x-322+C1EIy=x-336+C1x+C2

Q: b

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Q: 1. A continuous beam is loaded as shown. Using three moment equation, 20 kN 10 kN/m 5 kN/m 5 kN/m E…

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