Determine the location of the resultant from A of the coplanar parallel system shown in the figure

Q: solve for the angular deformation of one end relative to the other end

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Q: 1. The weight W = 2kN in Figure1. What is the total reaction at A in kN? 30° W 600 mm 600 mm Figure…

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Q: Q3/ Two solid cylindrical rods AB and BC are welded together at B and loaded as shown. Knowing that…

A: The given figure is shown below:

Q: This is a determinate O Primary Structure O Virtual System Real Cus Dool Sustom

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Q: 3. For the given truss, P = 3000N and Q = 1000N. see Figure3. Determine the reactions at the…

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Q: Compute the midspan deflection of the beam shown below using the Virtual Work Method. El is…

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Q: (b) (5 pt) Draw and properly label a free-body diagram of ring A of the structure shown. Include…

A: For the given structure, the free-body diagram of ring A is to be drawn.

Q: 2. The mass of the building crane's boom in Figure2 is 9000kg. Its weight acts at G. The sum of the…

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Q: The initially square element of a material is deformed as shown. Determine the shear strain of the…

A: To find shear strain of element To find normal strain along AC,BD

Q: Consider the incomplete structure. Add formal charges as necessary to the structure. All unshared…

A: The given compound is chlorine monoxide.

Q: The divergence of the vector field 3xzî + 2xyj — yz² k - is equal to at a point (1,1,1)

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Q: 2. Given the beam shown below, E = 200 GPa and I = 65x10° mm“, determine the deflection at point C…

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Q: This is a determinate structure, which must be statically stable and used in the analysis of MCD?…

A: Determinate structure- A determinate structure is one in which the unknown external reaction or…

Q: Equilibrium Determine the angles a and θ so that the forces shown will be in equilibrium.

A: Apply cosine law:   202=302+402-2×30×40×cosθ2400×cosθ=2100cosθ=0.875θ=28.95∘

Q: Can you please show me the full solution of Rah and RAV in the reactions and the PAB, PAC, PBD, AND…

A: The actual representation of the values are ;Consider sum of horizontal reactions = 0 From Provided…

Q: 5) 9: x+ Cx +Cze*

A: Answer (5) We know that the elimination of arbitrary constants is done by differentiating the given…

Q: Given the assumptions made in thin plate bending theory are already known,take a rectangular…

A: Brief concept introduction- Plate bending theory- The deflection of a plate perpendicular to its…

Q: Elastic deformation: A is permanent deformation. B involves small changes in interatomic spacing. is…

A: Elastic deformation is a stage in which shape of the body is changed under the Loading but as the…

Q: B 1.5 m 1.5 m 3 m 30 30° 4, = 0.5

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Q: State the determinacy of the beam shown. Answer is: Unstable. Show solution

A: To find degree of static indeterminacy of beam

Q: Determine the static (internal and external) and kinematic indeterminacy of the structures shown in…

A: Generally, a statically determinate structure is one that is stable, and the equations of…

Q: Calculate the support reactions of the column element given in the figure. Determine the required…

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Q: Solve for Ray, Rax and Rbx

A: Take moment about A∑…

Q: Determine the degree of determinacy of the structure shown below. Put “-1” i unstable, “0” if…

A: To find the degree of determinacy

Q: legrees of indeterminacy of the given structure is determinate structure

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Q: Which of the following is correct boundary condition for a beam supported by hinge at both ends? O…

A: Hinge is given at both ends

Q: The state of strain of the element has components of €x = 500(106), y = 300(106), Yxy = -200(10).…

A: €x=500*10-6   €y=300*10-6   ¥xy=-200*10-6

Q: For each of the structures shown, state whether it is unstable, statically determinate, or…

A: Given data in question Structures Loading To find out Static indeterminacyNoteDse=  external static…