DRAW THE INTERNAL STRESS AND STRAIN DIAGRAM OF BEAM CONSIDERING THAT THE DEPTH OF THE STRESS BLOCK IS GREATER THAN THE THICKNESS OF THE FLANGE.

Q: When an axial load is applied to the ends of the bar shown in the figure, the total elongation of…

A: Given Data  Total elongation of bar between A and C = 0.22 in  Normal strain in segment-2 = 1900…

Q: 1.Determine the maximum compressive stress acting on the cross section. 2.Determine the maximum…

A:

Q: Consider a certain critical point in a stress element. On a vertical plane, the compressive stress…

A: Given Normal stress on the horizontal plane σx=0. Compressive stress is σy=115 Mpa. Shear stress is…

Q: The beams described in the problems for Section 9.9 have constant flexural rigidity El. A simple…

A: Take a section xx at x distance from A

Q: When an axial load is applied to the ends of the bar shown in the figure, the total elongation of…

A:

Q: Determine the reaction at the support. (Use Slope Deflection Method) 20kN/m 21 8m B 32kN/m 5m 60kN…

A: The continuous beam is given as To find:- From the given question it is required to determine the…

Q: 2. A two-element aluminium shaft ABC (G = 35 GPa) is subjected to external torques at sections B and…

A: Data Given: G = 35 GPa d1 = d2 = 50 mm Allowable shear stress τmax = 35 MPa Total angel of twist…

Q: Consider the nonprismatic cantilever beam of circular cross section shown. The beam has an internal…

A:

Q: 1. Moment of inertia creates stress.( O True O False 2. Shear force tends to elongate or compress…

A:

Q: -termine the principal stresses, the maximum in plane d average normal stress. Specify the…

A: Since this a multiple question as per Bartleby policy, we can answer only first question, for other…

Q: The cross-sectional dimensions of the beam shown in the figure are a = 4.0 in., b = 5.5 in., d = 4.6…

A: Given- Mz= -4.35 kip-ft a=4.0 in b=5.5 in d=4.6 in t=0.33 in   It is asked to find 1. Maximum…

Q: Consider the nonprismatic cantilever beam of circular cross section shown. The beam has an internal…

A:

Q: The rod has a diameter of 40 mm. Determine the state of stress at point A and draw the resulting 3-D…

A:

Q: E, 45° 45°

A: Calculate the strain in x-direction:…

Q: the state of stress, as shown v. Draw Mohr's circle and find maximum principal stresses and maximum…

A: σx=-10mpaσy=-10mpaτxy=20mpa

Q: When an axial load is applied to the ends of the bar shown in the figure, the total elongation of…

A:

Q: with

A:

Q: A flat bar of a width b = 60 mm and thicknesst = 10 mm is loaded in tension by a force P…

A: (a) Determine the pin diameter dmforwhich the load P is a maximum.(b)Determine the value of maximum…

Q: Draw the Mohr,s circle for the stress element shown in figure. Determine the principal stresses and…

A: Graphic representations of the transformation equations for plane stress problems are known as…

Q: ! Required information Consider the given state of stress. Take A= 16 MPa and B= 55 MPa. B 60 MPa…

A:

Q: Example 7.9 At a point in an elastic material, 0, 40 Nimm a direct tensile stress of 80 N/mm? and a…

A:

Q: The state of plane stress at a point is shown in Figure 1. By using Stress Transformation Formula,…

A:

Q: The stresses shown act at a point in a stressed body. The stress magnitudes are S, = 90 MPa and S, =…

A: Given data in question  Normal stresses  Angle To find out  Normal stress and shear stress

Q: nt is shown on the

A: given:σx=102MPaτxx=124MPa

Q: a. The beam weighs 3600N. Draw the V and M diagram. b. Assume we do not know the weight of the beam…

A: 1-If Beam weighs 3600 N then drawing of SFD and BMD2- if Beam Weighs is not know then finding of…

Q: M N M X 8 mm N 8 mm t 50 mm 8 mm 50 mm

A:

Q: Situation B. The cantilever beam shown is in an equilibrium state, 25kN 10KN 50KN/m 60 A 3m 2m 4m 1m…

A: solution for question 7 vertical  component of 10 KN load  Fv=10sin60°=8.66 KNmoment about…

Q: Question 2. Determine the principal stress, the maximum in-plane shear stress, and average normal…

A:

Q: 8 ksi For the state of stress shown in the figure, determine normal and shearing stresses on the…

A:

Q: A circular steel tube of length L = 1.1 m is loaded in torsion by torques T (see figure). T >> r2…

A:

Q: A square plate of side 300 mm is subjected to pure shear of intensity 100 MPa as shown in figure.…

A:

Q: 1. The plate below is attached to the vertical surface AB. Its top and bottom surfaces slide…

A:

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…

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.