Determine the average stress increase below the center of the loaded area, between z = 3 m and z = 5 m. q=100 kN/m² Z 18 B

Q: A) Show the following on Mohr's stress circle: 1-The value of direct stress in the plane of the…

A: Plotted values and labelled value that is asked in question  A is shown in next step Further plane…

Q: Estimate the effective stress at point B (kN/m2), let unit weight of water 9.81 kN/m3 9 m 3.5 m…

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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: Find the stress resultants N, V and M, draw the diagrams of the stress resultants (N,V,M)

A: Stress ResultantsN= -7 kN (Compression)V= 18 kNMmax= 54 kN-m  As seen on the diagram at explanation…

Q: The stresses shown act at a point in a stressed body. Assume stress magnitudes of Sx = 18 MPa, S, =…

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Q: (9) Repeat question (6) but with an alternating torsional stress of 207 MPa. (Ans./ n, = 1.15, n, =…

A: calculate the Von Mises stress at the alternating range σ'a   σ'a =σ2a+3ra212  here , σa is…

Q: 4- A strip load of q= 100 lb/ft² is applied over a width, B=10 ft. Determine the increase in…

A: This question is related to the Soil Mechanics.

Q: Two line loads are applied on the given profile with the stress increase determined to be 42 kPa at…

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Q: A 3 m B W 50 mm 3 m- 100 mm - Change the height of the cross section from 100 mm to 68.70 mm the…

A: Height of cross section = (5068.7) mmFind:(a) Maximum shear stress in the beam(b) Maximum bending…

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: 3.3 Refer to Figure 3.1. Given that q = 51kN/m, v= 0.35, and == 1.5m, calculate the major,…

A: Given that :-q = 51 v = 0.35, and z = 1.5mRequired that :-calculate the major, intermediate, and…

Q: - Due to application of line loads q1 and q2, the vertical stress increase at point A is 42 lb/ft?.…

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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.