7) The load P is located midway between points B and C. P = 1.7 kN. The diameter of the rod at CE is 4.8 mm. The young's modulus of the rod metal = 200 GPa. What is the elongation of the rod CE? 600 mm 600 mm 600 mm

Q: The fixed-end bar ABCD consists of three prismatic segments, as shown in the figure. The end…

A:

Q: The beam is subjected to a shear of V= 2 kN. What is the average shear stress developed in each…

A: Given data, Shear force V = 2 kN = 2000 N Spacing s = 75 mm = 0.075 m Distance of neutral axis from…

Q: Q3. The bar has a diameter of d. If it is subjected to the two force components at its end as shown,…

A:

Q: 6.6

A: Here is the step-by-step explanation:(a)For the 45 lb Block​Given data:The weight of the block, W…

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.