P7-L In cach case, calculate the value of Q and i that are used in the shear formula tor finding the shear stress at A. Alsa, show how the shear stress acts on a dterental volume cloment located at point A. 03 02 im

Q: A 86-N-m torque is applied to a hollov section shown. Neglecting the effect determine the shearing…

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Q: The solid aluminum shaft has a diameter of 50 mm and an allowable shear stress of Tallow - 6 MPa.…

A: Given data,  Radius of shaft (r) = 25 mm Allowable shear stress = 6 MPa

Q: 20.14 (B/C). An I-section has the dimensions shown in Fig. 20.18a, and is subjected to an axial…

A: given question shear stress = 56MN/m2 G= 82N/m2 since beam is symmetric about both axisso centroid…

Q: A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the…

A: Given data, u = 1.5 mmv = 4.3 mmc = 710 mmα = 32° β = 58°To find out the shear strain γ at corner Q′…

Q: Transformations (strain) Q43 A strain guage rosette is placed on the outside surface of a loaded…

A: Given data  εx = 578 microstrain  ( at θ = 0°) εy = 947 microstrain ( at θ = 90° )  εx' = 57…

Q: The 60° strain rosette is attached to point A on the surface of the support. Due to the loading the…

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Q: A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the…

A: Determine the shear strain y at corner Q' after deformation.

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

A: sorry for circle drawing.

Q: Determine the location of the shear center for the following section. Determine the shear stress at…

A: Data Given: h1= 25mm h = 100mm b = 50mm Thickness = 4mm V = 20 kN Asked: Determine the location of…

Q: A channel-section has the dimensions as shown. Consider a cantilevered beam subjected to an and…

A: To determine-   a) Normal stress distribution of the given section                             b) If…

Q: Consider the element in with Tay = 30 MPa. 80 MPa Part A Txy

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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.