Using Mohr's Circle Determine: a.) The principal planes and directions b.) The principal Stresses and directions c.) The maximum Shear stress and the corresponding normal stress and directions 10 MPa 40 MPa 50 MPa

Q: The state of stress at a point in a member is shown on the rectangular stress element in (Eigure 6)…

A: So angle is clockwise and θ=-30°σx=31ksiσy=-38ksiτxy=0

Q: Find the stress resultants N, V and M, draw the diagrams of the stress resultants (N,V,M). q =…

A: answer and diagrams are provided on the picture uploaded.Explanation:

Q: Situation 5 - A bar is subjected to a uniaxial stress. The resulting stress is plotted as Ishown. In…

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Q: Problem 1 200 MPа Use Mohr's circle to find (1) The principal stresses (2) Sketch the stress element…

A: We have to determine principal stress maximum in-plane shear stress and if rotate to AB plane than…

Q: The grain of the wooden member forms an angle 15° with the vertical. For the state shown in Figure…

A: Mohr's circle Mohr's circle is a graphical depiction of a point's overall condition of stress. It is…

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

A: In design of structural member the body should remain in equilibrium not only with respect to…

Q: For the stressed elements allocated to you, find the values and sketch the orientations: a) Maximum…

A: Given data, Compressive stress along the y-axis, σy = -80 MPa Tensile stress along x-axis, σx= 40…

Q: q19At a point in a two dimensional stress system, the normal stress on two mutually perpendicular…

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Q: 3. b) The state of stress at a point is shown on the element. Using Mohr's cicle, determine The…

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Q: Using Mohr's Circle Determine: a.) The principal planes and directions b.) The principal Stresses…

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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.