If P = 114 kN, determine the normal stress produced at point H of the pier support shown. P 3 m -50.2 MPa -39.3 MPa -36.5 MPa -26.4 MPa -29.3 MPa HK 250 mm ↓ H 500 mm K Cross section a-a.

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Q: 4. Solve for the axial stresses of members BD, DE, & FG of the truss in example 3. Indicate whether…

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Q: 4-43 The center post B of the assembly has an original length of 124.7 mm, whereas posts A and C…

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A: diameter= 13.75 mmpb=0.425ymc =1.5yms =1.15NOTE:Since you have posted multiple questions, we will…

Q: Where is/are the location(s) of the maximum transverese shear stress? A simple I-beam is loaded as…

A:

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Q: The bridge is pinned at A and has a roller at G. A downward load of 12.5 lb is applied at point C,…

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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.