A light rod AD is supported by frictionless pegs at B and C and rests against a frictionless wall at A. A vertical 120-lb force is applied at D. Determine the reactions at A, B, and C. S in. D S in. 120 Ib S in. B | 30°

Q: Note: The values of Constants A, B, C, D can be determined using the following: A=2 B=9 C=5 D=3

A: Fixed end moment mBC =-2.18220=-6.72mBC =2.18230 =4.48  MBA +MBC =04EIθB7-6.72…

Q: 10KN/m 15KN 3.00 4.00 1.00 1.00 SKN/m

A: In the given beam there is no longitudinal load so that there will not be any horizontal reaction in…

Q: 4 m 78 kN/m 6 m

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Q: Determine the reactions at A and C if P= 20KN and e = 40°.

A: To determine the support reactions of the given structure.   Given, Load, P = 20 kN Angle, θ=40°…

Q: Problem 1- The beam shown below is in equilibrium when subjected to forces presented. Determine the…

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Q: An overhang beam is situated above a cantilever beam carrying its roller support. Determine the…

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Q: 1. Determine the moments in the beam at A, B. C, and D. 12m What is M in kN-m? MA = MB = Mc = MD = B…

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Q: Problem 04: Assuming that the reaction of the ground is uniformly distributed, draw the shear and…

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Q: (d) MN kN/m 5@2m = 10 m

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Q: 48KN/m A B 8 m 8 m-

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Q: Determine the reactions at A and C if P 60KN and 0 = 30°.

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Q: The homogeneous 60-kg disk supported by the rope AB rests against a rough vertical wall. Determine…

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Q: B 1.5P 35° 35° 55° 4 m 4 m

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Q: Problem 3: Support A is pin connected while support B is roller. Determine the resultant reactions…

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Q: 18 kN/m A 5.8m 17 m 22.7 kN/m 10.6m 75 KN D 1. Calculate the reactions at B and C 2. Calculate the…

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Q: 1. Use the force method to determine the horizontal reaction at support c of the frame below with…

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Q: GJ ¥37 B'

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Q: Solve for the reactions and draw the shear and moment diagram. 9.35KN/m 2.00 5.00 116KN 9.35KN/m…

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Q: Determine the reactions and all bar forces for thetruss in Figure P9.34. E = 29,000 ksi and members…

A: The given question can be solved with the help of equilibrium equations which are: ΣFx= 0 ΣFy= 0ΣMx=…

Q: Find the vertical component of the force at B (By). If P=238 N, e = 45° . 3m 6m

A: Given, P=238 Nθ=450By=?   A detailed figure is shown below.

Q: Find the reactions at A and B. 875N/m 418N/m B

A: Given :

Q: 2P. 3P 4m" 3m A= 3300 mm? E= 160 GPa P = 100KN.

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Q: Determine the reactions and the expected horizontal displacement at point D by applying 1 unit load…

A: Given: Required to find: The reactions and the expected horizontal displacement at point D by…

Q: (a) 4 m 6 m

A: Given data: Internal hinge at B:

Q: The smooth disk shown is pinned at D and has a weight of 20 lb. Neglecting the weights of the other…

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Q: Solve for the reactions and draw the shear and moment diagram. 116KN 9.35KN/m 9.35KN/m 2.00 5.00…

A: For a body to be in equilibrium all the sum of forces on the horizontally and vertically must be…

Q: Determine (approximately) the internal moments at A and B caused by the vertical loading. 3 kN/m F K…

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Q: 2 kips/ft 24 kips 2 kipst C DV B 3 ft 3 t 3ft 3 t

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Q: Solve for the support reactions at A and B. W, = 400 #/FT. %3D w2=100#/FT A B 000 4'

A: Moment at A  = 0 RB(6+4) – 100(6)(6/2) – ½(300)(6)1/3(6) = 0 RB(10) – 3600 = 0 RB = 360

Q: Find the reactions And draw shear Force diagrams? wu =87.4 W, =36.4 5m 2m

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Q: Determine the reactions at A and C if P = 50KN and 0 = 70°.

A: Consider whole structureTake moment about C:∑…

Q: 5. The length of bar AB is 350 mm. The moments exerted about points B and C by the vertical force F…

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Q: For the structure in Figure 6 find: (a) Reactions at supports A and E (b) Write the shear and moment…

A: a) Reactions at supports A and E ∑Fx = 0 RAX + 25 x 2 - 50 = 0RAX = 50 - 50 = 0RAX = 0 ∑MA =…

Q: Determine the reactions at A and C if P = 80kN and e = 50°. Az 2m P 5m 3m 6m

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Q: Determine the reactions at supports A and E in Figure P9.48. Area of bar EC = 3 in.2 , IAD = 400…

A: Given:- Area of bar EC = 3 in.2IAD = 400 in.4AAD = 8 in.2E = 30,000 kips/in.2 To find:- Reactions at…

Q: Problem #4 Y N/m B A Am Cm 12. What is the total resultant vertical load in the beam AB? (N) 13. At…

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Q: Determine the support reactions at A and B. B 15 12 000 L=26

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Q: Solve the frame approximately using Portal Method.

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Q: I. Solve for the reactions and draw the shear and moment diagram. 101KN/m (d) 5@2 m = 10 m

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Q: Determine the moment of the vertical reaction at point A (A,) rotating about the location (XR) of…

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Q: What is the vertical reaction at E in kN.m? 77m Solve for the support reaction of the beam shown in…

A: A loaded beam is given as shown and it has been asked to determine reaction at E. Please refer step…

Q: 8. The support reaction at B is a. 5kN b. 16kN Refer to Figure e. + c. 10kN d. 8KNT 9. The vertical…

A: To determine the support reactions for the given frame:.   The given problem can be solved applying…

Q: Q = 22 kN/m F = 13 kN X2 = x, + 4.5 X3 = 2 + x, M = 34 kN m x, X4 = 20/15 x3 x = x, + 2/3x2

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Q: Problem 04: Assuming that the reaction of the ground is uniformly distributed, draw the shear and…

A: Solution Given diagram

Q: 16k 2k / ft 8' 8' 4' Solve for the reactions of the beam using virtual work method.

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Q: Solve for the member forces and support reactions. 4000 N 25⁰ 12m 12m B D 20m 5m C E

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Q: Problem #2 Y kN В m A B Y kN 8 kN Am C m 2 m 6. What is the reaction of the support at B? (kN) 7.…

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Q: Blocks D and E have a mass of 4 kg and 6 kg, respectively. If x = 2 m determine the force F and the…

A: Draw FBD:

Q: Horizontal reaction of support C. (NOTE: If the direction is going to the left, then put a negative…

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Q: F= 200 lb 2. If 0 = 45°, determine the moment produced by the 4-kN force about point A. %3D 3 m 7.21…

A: Solution; Given Data; F=4 KN MA=-10 KN-m