total length of column member, I = 3 m beam width, b = 6" or 150 mm (dressed) beam depth, d = 6" or 150 mm (dressed) %3D %3D

Q: Which of the following is/are NOT TRUE for the Neutral Axis (NA) of a cross-section of flexural…

A: Given information in question  Statements  To find out  Which among Statements is / are not true

Q: The strain components for a point in a body subjected to plane strain are Ex - 930 JE, Ey - -112Que…

A: Mohr's Circle: Mohr's circle represents the state of stress condition. The points lying on the…

Q: A prismatic bar has a cross-section of 25 mm by 50 mm and a length of 2000 mm. Under an axial load…

A: Width B=25 mm Depth D=50 mm Length L=2000 mm Load P=100 kN Elongation ∆L=2 mm Tensile stress & %…

Q: Q1. C The solid 100-mm-diameter steel cantilever shaft shown in Fig. 1 is subjected to an axial…

A: To determine  The state of stress at point A Principal stresses and shear stress FOS from maximum…

Q: If the state of stress on the element is 4.5 MPa in each direction, find oavg. O 4.5 MPa 9 MPa O Mpa…

A:

Q: Part 2 * Your answer is incorrect. The z-component of momemt M will cause compression at A and B,…

A:

Q: 3. For the given state of stress, determine the principal planes, the principal stresses, the max…

A:

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.