Solve for the reactions at support A and B of the structure shown below. 60ON 240N 16m 12m 12m 400N

Q: determine the value of the reactions  RA= RFY/RFX=

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Q: C3/(a) For the figure below take M number of you and find the reactions * ? 3 m 3 m 3 m E C 12 M 13…

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Q: Determine the reactions at point O, in the below figure. 210 N F = 500 N 0.125 m 0.3m- 60 0.25 m F=…

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Q: 2. Determine the reactions at A and E of the truSs shown in figure 2, if P = 500 N. Specify the…

A: Consider the free body diagram of the truss as shown below.

Q: A 1500 N sphere is resting in a trough as shown in Figure. Determine the reactions developed at…

A: Given Data W=1500 N

Q: Given the statically indeterminate system, determine the reactions (magnitude and direction) at A…

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Q: A 5 kN/m. 30° - 4 m B

A: Weight of the uniformly varying load = 1/2(5)4=10KN Using the conditions of equilibrium  In…

Q: a E B A boom connected to a wall by a ball and socket joint at C is also supported by two cables.…

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Q: .Q1 Determine the reactions at point A, in the below figure 0.9 m 70 N 65 20 N.m -03m- -0.7 m-

A: It is required to determine reaction at point A

Q: on Determine the reactions in C member ACD as shown in figure? B 800 KN 5 m 4 m 6 m A D 8 m E 600 KN…

A: For solution refer below images. First draw FBD for both rod then apply moment balance at A and B…

Q: Q: The bar AB is pinned at A and rest on roller at B. The bar AB is loaded as shown in figure Ex.26.…

A: Given data Forces acting on beam are 10N Moment = 15 N-m

Q: 12. 3 B. A. 6, 18 m

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Q: Braw the free body diagram (F.B.D) and determine the reactions at points O and A of the system shown…

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Q: The cables shown in the figure are used to support a 40-lb crate. Determine the reaction of cable…

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Q: 2 KIP/E 8 KiP 50 kiPaft Find Reaction AND S.F.D B-M-D

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Q: 2니3 니3

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Q: The moment reaction at point C equals to 600 N 900 Ν || 1m 1 m 2 m |A 800N-m 1.5 m C

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Q: Given that: P+P = 6.0 kip 0.45x10^6 psi E = L1 = 20.0 in L2 = 15.0 %3D in d1 = 1.25 in d2 = 2.0 in…

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Q: The moment reaction at point C equals to 600 N 900 N 1 m 1m 2 m A 800N-m 1.5 m

A: Problem is based on classical mechanics.

Q: Q.2] Find the reactions at point A for the structure shown in the figure. A 10m z kN/m 5m 20 KN #

A: To find; The reaction force at A. Free body diagram: The free body diagram of the structure is shown…

Q: Situation 3.26 - Three smooth cylinders, each weighing 500 N, is placed inside a smooth box as shown…

A: Assuming all three cylinders are identical and having radius x, now the triangle RPM having sides 2x…

Q: 2 kN/m

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Q: lf the weight of h0m0genous bar AB is 10kN, F is 30kN, and bar AB is in equilibrium. Calculate the…

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Q: , Determine the reactions in C on member ACD as shown in figure? 800 KN 5m 4m 6 m D ug E 600 KN 3 m

A: 1). First draw FBD for both members 2). apply moment balance equation at A and B separately  3).…

Q: Solve for the component of the reactions. 600 Ib 240 b D 16 12 12 12 400 Ib

A: Mechanical Equilibrium: A body is said to be in mechanical equilibrium if it satisfies the following…

Q: Determine the reactions of this structure 300 1450 BY A 11 7

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Q: 50 N/m 752 Q3: Determine the reactions at A and B for the frame loaded shown in Figure. 100 N/

A: FREE BODY DIAGRAM (FBD) is a diagram of the system which represents all the forces acting on the…

Q: Determine the reactions at points A and B, in the below figure 500 N 4 m A 30 3 m B

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Q: for the structure below determine the support reactions L=3m q=120kN/m P=50Kn

A: Consider the free body diagram of the system as shown below.

Q: 100KN AM. AK 4m 6M

A: GIVEN DATA A PLANE FRAME WITH POINT LOAD GIVEN WE HAVE TO FIND REACTION FORCES

Q: o the distribu e the reaction

A: F = 600 + 12002 x dx  KNFtotal = ∫02 600 + 600x dx         = 600 x + 300 x2 02         = 1200 + 1200…

Q: Q1: For the Structure shown in FiG.(1) Determine Reactions at points A,B 30 deg. 10 kN 2 m 2 m 5KNY…

A: (a) The reaction at support A: ◆ Horizontal Reaction: RA,x = 3.5355 kN ◆ Vertical Reaction: RA,y =…

Q: A 1750 N sphere is resting in a trough as shown in Figure. Determine the reactions developed at…

A: Draw the free body diagram of the given system and we can find relation between W and the reaction…

Q: E 1.732 m 1.732 m D 3.0 m 3.0 m МА - 20kg %3D The reaction at E is nearest to: O 392.41N 339.83N…

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Q: 2L

A: according to the given details in the question.

Q: Q.5 ) Determine the reactions in C on member BCD as shown in figure? 6 m 4 m D 2 m 300 kN

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Q: Q.3] Find the reactions at A and B for the structure shown in the figure. 2 kN/m fo lem 2m 20kN 2m…

A: To find:  The reaction at A and B . Free body diagram: The free body diagram shown below. Here , RA…

Q: Q2: Determine the reactions at (A) and (B) 400N 150 250 A 3 125 m 500N 80 N-m

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Q: a. The reactions at supports A and D. b. The moments at joints B and C. 20kN/m В 2.0m 3.0m hinge…

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Q: C(a) For the figure below take M number of you and find the reactions ? * 3 m 3 m 3 m E C 12 M= 32…

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Q: 13. Find the reactions at A and B. See Figure shown below. 10kN 10kN/m 20KN 5kN/m B/ 25KN/m 2m 2m 4m…

A: At A, hinge support, therefore two reactions are there At B roller support so only one reaction is…

Q: Q.5 (20%) Determine the reactions in C on member BCD as shown in figure? 6 m 4 m D 2 m 300 kN

A: Detailed explanation and solution of the above problem uploaded in below pictures.

Q: Q 2/ For the figure below : (a)the reactions at A and c when a = 0° * 600 mn C 250 N 150 mm 250 N…

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Q: 1. For the structure loaded as shown in the figure, find the reactions at A and D.

A: Given data  Given force system

Q: Determine the value of reactions at the supports A & B. see Figure1. I5 KN/m Figure1 iokN/m A. t 2m…

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Q: Use the Principle of superposition to determine the reactions at the supports A and B. El is…

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Q: Determine the reactions in C on member ACD as shown in figure? 800 KN 5m wy D 600 KN

A: Given

Q: A 5.Determine the reactions at the support Vertex Parabola 900 Nm 300 N/m .6m

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Q: M 2.P=20KN, M=16 kN•m. AB=BC=CD=0.8m. Calculate the reactions at B and C. A B D Answer: XB=0; Yp=0;…

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Q: Q: Determine the reaction of the wall on the beam in fig. below 6000 b/ft A 4' 3'

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