B. A circular steel bar with cross sectional area of 4 in is loaded as shown. a) Compute the shear and tensile stresses at plane X-X when 0 = 30°. b) Indicate at which angle(s) shear stress is maximum. c) Also, calculate the maximum compression stress and indicate the angle at which this maximum compression stress Occurs. 10,000 lb 10,000 lb

Q: A steel circular bar (the yield stress oy = 350 MPa) with diameter d = 60mm is acted upon by bined…

A: M= 3.6x10^3 KN-mm or 3.6 KN-m

Q: For the given stress element, draw the Mohr's circle and determine the principle stresses and…

A: σ1 = 30 kpaσ2 = -40 kpaτ = 20 kpaPrincipal stresees are given byσ1,σ2 =σ1+σ22±σ1-σ222+τ2σ1,σ2…

Q: Determine the a) magnitude load P to be applied, and b) the normal stress on plane AB and the…

A:

Q: 1. Mohr's Circle. Determine the radius of the circle (R) and the coordinates for the center of the…

A: X axis represents normal stress and y axis represents Shear stress.

Q: Sketch the normal stress distribution acting over the cross section at section a-a. 6 kip 12 kip 3…

A:

Q: A cube of material (E 15,000 psi, v 0.25) of side length 2" is shown in the x, y plane. Take x…

A: Change in length of the cube depends on the length of the sides of the cube and the normal stress…

Q: The cross section of a concrete corner column that is loaded uniformly in compression is shown in…

A: The pressure that deforms the material in order to reduce the volume of the material is the…

Q: What are appropriate relations established from the calculation of maximum shear stress in a thin…

A:

Q: 2. The following square section is subjected to an unsymmetric bending moment M=850 Nm, as shown.…

A:

Q: Please show intermediate steps including free body diagrams, equations used, problem setup etc. so…

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.