normal P2.13 A thin triangular plate POR forms a right angle at point Q. During deformation, point moves to the left by u = 2.0 mm and upward by v=5.0 mm to new position , as shown in Figure P2.13. Determine the shear strain y at corner Q' after deformation. Use c-700 mm, a= 28°, and B= 62° FIGURE P2.6 H B R FIGURE P2.13

Q: b) For the state of plane stress shown in Figure 4, determine: i) the normal and shearing stresses…

A: Note: As value of  σy is not given assuming as zero. Given data: σx=-60 MPaσy=0 MPaτxy=20 MPa

Q: Using Method of consistent deformation, solve for: 1. Vertical reaction at B 2. Vertical reaction at…

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Q: Determine the maximum tensile stress in the beam. A.1.63 MPa B.2.80 MPa C.0.70 MPa D.1.20 MPa…

A: To determine : maximum tensile stress in the beam. maximum Compressive  stress in the beam. maximum…

Q: Consider a fillet section subjected to a tensile force F. Knowing that the fillet section has a…

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Q: Problem No.1. The normal stress on plane pq of a prismatic bar in tension (see figure) is found to…

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Q: A hollow cylindrical shaft was designed to have a uniform wall thickness of 0.1 in. Defective…

A: Given:-The uniform wall thickness = 0.1 in The magnitude of the torque applied to the shaft = 17…

Q: a B. u R Answer: prad Y = i

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Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses…

A: Calculate principal stresses at point

Q: Determine the shear strain γ at corner Q′ after deformation.

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Q: Part AB of the bar has a circular cross section with 15-mm radius, and part BC has a circular cross…

A: Objective: To determine the normal stress on perpendicular planes to the bar's axis in part AB and…

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses…

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Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses…

A: Given data:σx= - 4 ksiσy= 18 ksiτ= 15 ksi

Q: In the following structure, bolt B has a diameter of 1.75” and bolt A has a diameter of 2.50”. Bar…

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Q: The stresses shown act at a point on the free surface of a machine component. Normal and shear…

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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.