For the beams shown in below, determine the displacements and rotations of the nodes, the element forces, and the reactions. The values of E, A, and I to be used are listed next to figure. 10 kN E = 210 GPa A = | x 10-? m² 1 = 2 x 10-ª m |5 kN · m 3 m 2 3 m 10 kN 5 kN · m 45° 3 3 3 m 2.

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A: Given :- E =200 GpaAAB= 300 mm2    =450 mm2

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A: Given: IAB = 4000 cm4  Or IAB = 0.4 m4 EIBC = 2EIAB EICD = 3EIAB

Q: PROBLEM3: For the system shown in Figure 1, x and y denote, respectively, the absolute displacements…

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Q: Using the energy method, determine the vertical deflection of point D in the cantilever beam under…

A: To determine deflection at 'D', fictitious load of P is applied at D as shown in figure.

Q: Inputs: ● ● a = 12 in b = 12.75 in Use the scalar approach (not the cross product). The moment…

A: Given: Moment about elbow = 244 lb inch a = 12inch b = 12.75inch Required: Weight Moment about s

Q: A truss (Truss) is subjected to force as shown in the figure below. Try to calculate the vertical…

A: A=200mm2 E=200GPa To find vertical displacement at point C

Q: In the frame shown below, P is equal to 208. what is the value of the Vertical direction reaction…

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Q: A w = 4 kN/m 10 m C B K= 40 kN/m

A: Length of beam = 10mE = 200 GPaI = 60 × 10⁶ mm⁴K of spring = 40 KN/m Udl load on cantilever of…

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.