Determine the normal stress in a ball, which has an outside diameter of 185 mm and a wall thickness of 3.2 mm, when the ball is inflated to a gage pressure of 82 kPa. Answer: 0g = i MPa

Q: At a point on the free surface of a stressed body, a normal stress magnitude of Sy = 54 MPa (C) and…

A:

Q: cer is flowing in a pipe of 200 cm diameter un the pipe wall is 0.75 cm. The tensile stress in th

A:

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: The principal stresses at a point a stressed material are 2 01= 200 N/mm², 02= 150 N/mm2, and 02=…

A: Given data- Principle stresses- σ1=200 N/mm2,σ2=150 N/mm2,σ3=200 N/mm2,E=210 kN/mm2Poisson's ratio…

Q: A 0.2 mm thick tape goes over a frictionless pulley of 25 mm diameter as shown in figure. If E of…

A:

Q: Determine the normal stress in a ball, which has an outside diameter of 195 mm and a wall thickness…

A: step 1-

Q: The hoop stress at a point on the surface of a thin cylindrical pressure vessel is computed to be…

A: A thin cylindrical pressure vessel having, The hoop stress is σh=30.0 MPa..

Q: Problem 2. The 200 mm diameter rod is subjected to 300 N and 500 N loads as shown in Figure 2.…

A: in the given beam both torque and bending moment both are acting so that  torque - transverse load…

Q: Problem 3 The tube shown below has a uniform wall thickness of 12 mm. For the loading given,…

A: We have to determine the value of stress at point A and B in the given figure according to the given…

Q: The extruded plastic shape has dimensions of D = 22 mm, d = 20 mm, a = 92 mm, and t = 7 mm. (a)…

A:

Q: the modulus of elasticity.

A: Modulus of elasticity: - It is defined as the normal stress of a material divided by longitudinal…

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.