Solve for the reactions (in kN) at the hinge and roller support of the overhanging beam shown below. 20 kN/m 400 kN 60 kN/m 3 m +2 m+ 4 m- 2 m-+2 m

Q: a) A 10 m 30 kN B 50 kN C 5 m

A: Given, Cantilever beam with loading   To find : Support reaction

Q: 12 m 25 kN/m

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Q: Situation 1 Given spot levels determine the total amount of trucks with capacity of 20 cubic meters…

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Q: 4. Solve for the Reactions at B in the Cantilever Beam Shown. 2.25 m 60 KN/m 30 KN/m A 120 KN 75…

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Q: The frame shown is supported by a hinge at A and a rocker at D. The frame is acted by the force…

A: The FBD of the given frame with resultant loads of distributed load is shown below:

Q: I. Find the reaction at fixed end II. Find the reaction at the fixed end MA III. Find the shear…

A: My dear Given A cantilever beam LOADING 1) UDL 2) MOMENT Dear, according to guidlines of bartleby i…

Q: 5m FN kN/m 3 m (4

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Q: 1. Determine the reaction at the supports for the beam shown. Take E = 200 GPa and I = 90x10* m* 200…

A: As per our company bartleby guidelines we can solve one question per attempt (i.e., first question)…

Q: Solve for the reactions and draw the shear and moment diagram. Show complete solution.

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Q: For the beam shown in figure. Find support reaction at A and B.

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Q: 4 kN/m 2 kN/m A В 3 m- -3 m

A: Given:-

Q: (5) 5 m SN kN-m 3 m

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Q: Compute the reactions for the beam in Figure 3.18a.

A: Solution; Resolve the force at C into components and assume directions for the reactions at A and B.…

Q: 15 kN 20KN/m 20 kN/m A В DOC 3m. 3m. 6m-

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Q: For the compound beam shwon in Figure (3). Determine the components of reaction at the supports A,…

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Q: 16m 16 6m

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Q: A beam fixed at A and simply supported at C has an internal hinge at B (meaning Moment at B is 0).…

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Q: 1.8 m 1.8 m 0.80 kN 1.38 kN B 25° A| 1.5 m, 2.1 m

A: a)

Q: Solve the reaction of the fallowing beam structure.

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Q: BEAM 1: P kN w kN/m B A C - 3m 2m 4m

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Q: Problem 2. Determine the hinge reactions (in kN) at point B on the beam shown. 20 KN 20 KN 20 KN 20…

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Q: 6 kN/m 6 kN/m 3 kN/m B A - 3 m 3 m

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Q: 100KN 10 kN/m B Com 21 12m E= constant EL LL

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Q: For the beam as shown with constant EI. Determine the bending moment at interior support. Determine…

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Q: 7 KN/ 7 kN/m -3 m -3 m - 4m

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Q: 45 KN/m 200 50 KN 9.00 m R. 3.50 m 150 KN-m 7.00 m

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Q: Zm 150 kN B B 30 kN 12m T2m 4m 10 kN/m D

A: a b To find Support reaction of the beam

Q: Solve for the reactions and draw the shear and moment diagram.

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Q: A moving uniformly distributed load of 20 kN/m longer than the span of continuous beam ABCD as shown…

A: We will draw Influence line diagram for reaction at B.

Q: Solve the reaction of Beams

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Q: Problem 4. Determine the normal reaction (in kN) of the roller at B and hinge reactions at A for…

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Q: SOLVE THE REACTIONS AND DETERMINE THE VALUES OF THE MAXIMUM SHEAR AND MAXIMUM MOMENTS OF THE…

A: Support Reaction :  ∑Fy = 0RA + RB = 2.5×5 - 2.25×1.75 + 1 + 1 RA + RB = 10.563 kN…

Q: Determine the reactions of the given beam. Three Moment Equation

A: Given Data: To determine: Reaction of a given beam.

Q: 2kN/m + 2m TI 2m 6 kN/m

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