A triangular distributed load of max intensity w-490 N/m acts on beam AB. The beam is supported by a pin at A and member CD, which is connected by pins at C and D respectively. Determine the reaction forces at A and C. Enter your answers in Cartesian components. Assume the masses of both beam AB and member CD are negligible. a b Cc030 BY NC SA 2016 Eric Davishahl с D D The reaction at A is A = The reaction at Cis C- Y₁ i+ -b Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 6.6 m 11.88 m 4.95 m X W' N. N. B

1. Determine the reactions at the supports 80KN 120KN 1 30KN 2m 2. Determine the reactions at the support 6KN/m 18KN 12kNm 13KN/m Im 3.This simply supported beam has a composite distribute load (rectangular and parabolic) of 42KN /m. Detemine the reaction forces. Sm 4. For the beam below determine (a) the distance a for which wA =17 kN/m, (b) the corresponding value of wB. 24 kN 30 kN a-0.6 mn 0.3 m B 1.8 m 5.Determine the reactions at the support A Vertex Parabola 900 N/m 300 N/m 6m 6.Determine the reactions at the supports 8KN/m Hokalm |5OKN 6okalm 3m 7.A light rod AD is supported by frictionless pegs at Band Cand rests against a frictionless wall at A. A vertical 240-lb force is applied at D. Determine the reactions at A. [15]

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The beam shown carries vertical concentrated loads. calculate the reaction at each support. neglect the weight of the beam.

8 please answer the problems, the answer is already given i just need the solution   please type your answer if you can because i can't view written answers

Determine the reactions present at the pin A and roller B required for equilibrium of the beam. (Final Answers – signs depend on FBD: Ay = 2230 N, Ax = 0, B = 2170N

find the reactions at each support for the truss shown. there may be mutliple answers for each support. neglect the weight of the truss.

Given the simple beam as shown below. Determine the following: 100 N/m 30 N/m A 2 m B 7m mum. 2m D The External Reaction at Point B. The External Reaction at Point C.

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1. Refer on the given beam below. Take note that points B and C are internal hinges. 301 B 30k 45 30 Gm GO! 20 N 30 N be o A AE 60 N.m 4.5m 3m om a. Determine the vertical and horizontal reactions at point A b. Determine the vertical reaction at point D c. Determine the vertical and horizontal reactions at point E