Situation X :A rectangular bar 50 mm × 75 mm in cross-section is subjected to a tensile force P = 200KN as shown below. Plane A-A makes an angle of 15° with the x axis. 40. What is the tensile stress (in MPa) on plane A-A? А. 13.3 В. 18.7 C. 49.8 D. 52.4 41. What is the shear stress (in MPa) on plane A-A? А. 13.3 В. 18.7 C. 49.8 D. 52.4

Q: It is known that applied load (P) to the cross section is 900 Kn. Calculate the stresses at the…

A: Step 1: Calculate the stresses at the given points.The stresses can be calculated using the…

Q: Situation The vertical shear force acting on the l-section shown is 100 KN. 20 mm 160 mm 20 mm 20 mm…

A: V=100kN

Q: If the beam is subjected to a shear of V=30KN, determine the transverse shear stress at the neutral…

A: determine the transverse shear stress at the neutral axis, and points A and B

Q: 32 mm 60 mm bo 30 mm 24 mm 15 mm 180 mm 750 N 40 mm 500 N P 16 mm

A: To a cantilever beam, loading is given To determine normal and shear stress at points a, b, and c…

Q: The bar below is subjected to uniaxial tension. Assuming that the bar material behaves elastically,…

A:

Q: The assembly shown above is subjected to an applied force F = {1.5i + 6.7j - 2.4k} kip at point D.…

A: Given: The applied force is {1.5i + 6.7j – 2.4k} kip. Consider the figure,

Q: D/11 Oil, SG=0.83 3m 2m m Gate

A:

Q: 3.Show the magnitude and direction of the internal forces on the section k=1 meter to the right of…

A:

Q: The couple M = 77 kip-in. is applied to a beam of the cross section shown in a plane forming an…

A: Stress at point A is given by ; σA = - Mz × yAIZ + My × zAIY  Mz = M Sin 15 = 77 Sin 15 = 19.92 kip…

Q: A steel shaft with a circular opening on its centroidal axis is 2.54 meters long. It must carry a…

A:

Q: support varies as shown, determine the force P applied to the plate and the distance d to where it…

A:

Q: Consider the same beam (orientation a) in Q1. If b=20 cm and h = 10 cm, and if the beam material has…

A: Width of beam (b) = 20cm = 200 mm  Depth of beam (h) = 10cm = 100 mm  Maximum allowable stress = 100…

Q: B.2. Elementary beam theory predicts that the axial bending stress ox in a prismatic beam is given…

A:

Q: Replace the parallel force system acting on the plate by a resultant force and specify its location…

A: to find resultant and its location on x-z plane

Q: 200 mm 30 mm -25 mm V В 250 mm 30 mm 125 mm If calculating the shear stress at point B, what is the…

A: Step 1

Q: l-and-socket connection in the horizonta ate the magnitudes of the forces P ar e ball end B of the…

A: Find…

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.